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Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 178.9 " 0.33" 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 165.6 " 0.13" 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 157.0 " 0.13" 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 148.4 " 0.01" 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 141.2 " 0.00" 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 135.0 " 0.00" 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 125.8 " 0.00" 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 119.1 " 0.00" 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 106.7 " 0.00" 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 97.53" 0.00" 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 87.65" 0.00" 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 286.9 " 78.98" 0.00" 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 294.9 " 68.78" 0.00" 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 354.2 " 59.10" 6.47" 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 367.5 " 49.83" 154.1 " 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 342.7 " 40.49" 270.9 " 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 313.5 " 28.92" 448.3 $ 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 295.6 " 21.72" 4790 $ 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 280.4 " 14.35" 5412 $ 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 280.1 " 11.39" 4717 $ 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 281.8 " 7.57" 3653 $ 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 274.3 " 4.57" 4296 $ 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 273.3 " 2.59"16201 $ 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 255.4 " 2.79"10735 $ 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 248.6 " 9.15" 8391 $ 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 242.8 " 6.97"14932 $ 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 226.0 " 3.99" 9461 $ 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 210.3 " 2.79" 6810 $ 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 212.7 " 1.46" 5314 $ 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 202.9 " 0.95" 4166 $ 30
31 [ ] [ ] [ ] [ ] [ ] 192.9 " 3379 $ 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 271.8 " 62.64 "3327 $
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 277.2 " 45.16 " 270.9 $
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 367.5 " 178.9 "16201 $
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 192.9 " 0.947" 0.000$
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5437 " 1879 "103138 $
Missing Days 31 28 31 30 31 30 31 31 30 11 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1364 $ " ... Relative Uncertainty +/-10%
Ann. Median 148.4 $ $ ... Relative Uncertainty +/-20%
Annual Total 110454 $ [ ... Not Available
Missing Days 284
Maximum Minimum
Daily 16201 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2796 $ 24949 $ 2492 $ 3224 $ 975.3$ 214.6" 54.2" 2.6" 0.0" 0.0" 0.0" 13064 $ 1
2 2412 $ 24773 $ 2247 $ 3332 $ 914.3# 211.6" 64.3" 1.5" 0.0" 0.0" 0.0" 21810 $ 2
3 2106 $ 12269 $ 2053 $ 3052 $ 865.5# 199.3" 73.9" 1.0" 0.0" 0.0" 0.0" 19492 $ 3
4 1895 $ 9042 $ 1912 $ 2338 $ 817.2# 189.6" 66.2" 0.8" 0.0" 0.0" 0.0" 8986 $ 4
5 1682 $ 5988 $ 1787 $ 1938 $ 772.6# 178.5" 57.7" 0.7" 0.0" 0.0" 0.0" 4707 $ 5
6 1499 $ 4823 $ 1689 $ 1679 $ 732.8# 170.0" 53.5" 0.5" 0.0" 0.0" 0.0" 3166 $ 6
7 1802 $ 4837 $ 1571 $ 1503 $ 696.0# 161.9" 48.2" 0.4" 0.0" 0.0" 0.0" 2323 $ 7
8 6331 $ 4894 $ 1486 $ 1385 $ 662.0# 156.9" 45.4" 0.2" 0.0" 0.0" 0.0" 2917 $ 8
9 5635 $ 25073 $ 1447 $ 1271 $ 625.8" 146.6" 46.1" 0.1" 0.0" 0.0" 0.0" 6595 $ 9
10 4494 $ 31758 $ 1385 $ 1198 $ 589.1" 145.1" 38.4" 0.2" 0.0" 0.0" 0.0" 6416 $ 10
11 3512 $ 24628 $ 1327 $ 1145 $ 553.2" 136.3" 35.8" 0.2" 0.0" 0.0" 0.0" 4764 $ 11
12 2477 $ 52136 $ 1298 $ 1081 $ 527.5" 128.5" 32.0" 0.1" 0.0" 0.0" 0.0" 3737 $ 12
13 1901 $ 74325 $ 1364 $ 1026 $ 498.7" 132.1" 30.6" 0.0" 0.0" 0.0" 0.0" 35107 $ 13
14 1551 $ 98488 $ 2217 $ 969.9$ 481.7" 128.6" 25.9" 0.0" 0.0" 0.0" 0.0" 91631 $ 14
15 1439 $101051 $ 3606 $ 928.0# 469.5" 121.4" 22.6" 0.0" 0.0" 0.0" 0.0" 69162 $ 15
16 1500 $ 56961 $ 3687 $ 938.8# 465.1" 107.8" 16.7" 0.0" 0.0" 0.0" 0.0" 64512 $ 16
17 1553 $ 25500 $ 3280 $ 972.6$ 450.5" 103.7" 19.0" 0.0" 0.0" 0.0" 0.0" 50434 $ 17
18 2675 $ 13508 $ 2254 $ 928.5# 426.7" 100.4" 19.4" 0.0" 0.0" 0.0" 0.0" 31472 $ 18
19 6779 $ 9033 $ 1780 $ 942.4$ 398.4" 118.2" 17.3" 0.0" 0.0" 0.0" 0.0" 17099 $ 19
20 7095 $ 6722 $ 2016 $ 1728 $ 381.8" 141.1" 18.0" 0.0" 0.0" 0.0" 0.0" 9774 $ 20
21 7789 $ 5260 $ 3639 $ 2894 $ 366.2" 140.0" 14.9" 0.0" 0.0" 0.0" 0.0" 6614 $ 21
22 26013 $ 4321 $ 3231 $ 2348 $ 348.3" 135.7" 12.1" 0.0" 0.0" 0.0" 0.0" 17168 $ 22
23 30970 $ 3636 $ 3163 $ 1818 $ 329.6" 120.5" 10.4" 0.0" 0.0" 0.0" 0.0" 89839 $ 23
24 31410 $ 3568 $ 3118 $ 1472 $ 310.5" 107.4" 9.7" 0.0" 0.0" 0.0" 0.0"133325 $ 24
25 34473 $ 3588 $ 3234 $ 1360 $ 293.6" 105.7" 8.4" 0.0" 0.0" 0.0" 0.0"165140 $ 25
26 24757 $ 3320 $ 2688 $ 1982 $ 284.2" 99.6" 7.6" 0.0" 0.0" 0.0" 0.0"196098 $ 26
27 13876 $ 2819 $ 2689 $ 1755 $ 274.8" 87.4" 7.7" 0.0" 0.0" 0.0" 0.0"205394 $ 27
28 12116 $ 2677 $ 2363 $ 1433 $ 266.0" 75.1" 8.2" 0.0" 0.0" 0.0" 0.0"141069 $ 28
29 14695 $ 6333 $ 1211 $ 258.5" 75.5" 5.9" 0.0" 0.0" 0.0" 0.0" 92145 $ 29
30 16356 $ 7254 $ 1067 $ 247.7" 69.2" 3.7" 0.0" 0.0" 0.0" 0.0"117452 $ 30
31 10069 $ 4471 $ 228.6" 2.7" 0.0" 0.0" 133815 $ 31
Mean 9150 $22855 $ 2680 $ 1631 $ 500.4 $ 133.6 " 28.27" 0.27" 0.00" 0.00" 0.00"56943 $
Median 4494 $ 9037 $ 2254 $ 1409 $ 465.1 $ 130.4 " 19.39" 0.00" 0.00" 0.00" 0.00"21810 $
Maximum 34473 $101051 $ 7254 $ 3332 $ 975.3$ 214.6" 73.9" 2.6" 0.0" 0.0" 0.0"205394 $
Minimum 1439 $2677 $1298 $ 928.0 $ 228.6 $ 69.21 " 2.708" 0.000" 0.000" 0.000" 0.000"2323 $
Total 283659$ 639945$ 83084$ 48919$ 15511$ 4008" 876" 8" 0" 0" 0" 1765231$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7784 $ " ... Relative Uncertainty +/-10%
Ann. Median 214.6 $ # ... Relative Uncertainty +/-15%
Annual Total 2841241$ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 205394 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 133215 $ 40344 $256592 $ 6215 $ 2446 $ 868.2$ 439.0$ 274.0$ 150.4$ 13.6$ 0.0$ 3402 $ 1
2 103763 $ 93283 $129192 $ 6124 $ 2302 $ 841.2$ 431.9$ 271.5$ 144.0$ 11.9$ 0.0$ 2633 $ 2
3 68104 $130098 $ 81720 $ 5692 $ 2172 $ 813.6$ 426.8$ 269.1$ 138.9$ 9.9$ 0.0$ 2231 $ 3
4 42809 $144674 $ 62968 $ 4940 $ 2057 $ 790.9$ 421.6$ 266.9$ 133.3$ 7.4$ 0.0$ 2822 $ 4
5 25756 $164364 $ 50680 $ 4538 $ 1966 $ 770.7$ 415.3$ 264.9$ 129.8$ 5.6$ 0.0$ 2928 $ 5
6 16680 $183389 $ 40507 $ 4457 $ 1878 $ 749.4$ 408.9$ 263.1$ 125.2$ 4.9$ 0.0$ 2468 $ 6
7 36876 $194361 $ 32444 $ 5249 $ 1791 $ 729.7$ 402.7$ 261.2$ 117.4$ 4.6$ 0.0$ 2059 $ 7
8 100940 $185202 $ 29559 $ 12469 $ 1716 $ 707.5$ 396.5$ 259.0$ 110.8$ 4.0$ 0.0$ 2147 $ 8
9 135585 $163025 $ 30500 $ 31298 $ 1644 $ 684.3$ 390.3$ 255.6$ 107.4$ 2.5$ 571.7$ 2159 $ 9
10 152944 $166495 $ 42286 $ 24108 $ 1583 $ 663.8$ 384.1$ 251.2$ 105.6$ 1.1$ 1718 $ 1910 $ 10
11 169063 $169906 $ 46224 $ 28058 $ 1531 $ 642.7$ 377.7$ 248.3$ 100.2$ 0.5$ 1435 $ 1587 $ 11
12 183609 $172232 $ 46752 $ 24309 $ 1482 $ 625.5$ 371.2$ 245.5$ 92.4$ 0.3$ 1190 $ 1311 $ 12
13 192446 $173210 $ 49687 $ 41235 $ 1433 $ 609.7$ 364.8$ 242.6$ 87.6$ 0.1$ 998.0$ 1148 $ 13
14 189489 $172063 $ 40836 $ 31498 $ 1386 $ 596.7$ 358.5$ 239.8$ 82.6$ 0.0$ 843.6$ 971.1$ 14
15 151533 $151984 $ 38615 $ 17289 $ 1345 $ 584.2$ 352.6$ 237.0$ 79.4$ 0.0$ 711.1$ 1018 $ 15
16 84437 $142907 $ 39355 $ 12059 $ 1315 $ 572.2$ 346.9$ 234.2$ 76.6$ 0.0$ 590.4$ 962.7$ 16
17 69524 $148713 $ 31896 $ 9124 $ 1280 $ 561.0$ 341.3$ 233.3$ 67.6$ 0.0$ 501.8$ 1144 $ 17
18 116765 $169408 $ 22459 $ 7288 $ 1244 $ 549.9$ 335.7$ 234.9$ 59.4$ 0.0$ 420.9$ 4346 $ 18
19 149859 $196593 $ 16568 $ 5973 $ 1211 $ 539.0$ 330.2$ 228.8$ 52.0$ 0.0$ 350.6$ 4708 $ 19
20 161983 $217765 $ 13458 $ 5229 $ 1179 $ 528.2$ 324.7$ 222.8$ 43.2$ 0.0$ 294.2$ 7552 $ 20
21 145827 $229805 $ 11725 $ 4740 $ 1150 $ 519.5$ 319.3$ 219.8$ 37.4$ 0.0$ 247.2$ 7390 $ 21
22 122800 $235336 $ 10578 $ 4331 $ 1118 $ 510.0$ 314.2$ 216.8$ 31.3$ 0.0$ 198.9$ 5476 $ 22
23 103739 $238943 $ 10958 $ 3967 $ 1089 $ 500.5$ 310.0$ 215.7$ 29.1$ 0.0$ 170.8$ 6521 $ 23
24 63055 $248463 $ 11792 $ 3675 $ 1067 $ 491.5$ 305.9$ 210.1$ 25.4$ 0.0$ 168.8$ 27920 $ 24
25 50278 $267730 $ 11002 $ 3480 $ 1048 $ 483.0$ 301.8$ 205.0$ 23.4$ 0.0$ 166.5$ 42860 $ 25
26 59601 $285355 $ 9454 $ 3288 $ 1021 $ 475.3$ 297.7$ 197.0$ 22.7$ 0.0$ 127.4$ 34697 $ 26
27 60710 $305679 $ 8479 $ 3083 $ 992.9$ 467.4$ 293.7$ 188.9$ 22.6$ 0.0$ 101.7$ 22445 $ 27
28 64171 $316148 $ 14094 $ 2891 $ 968.1$ 458.3$ 289.7$ 182.2$ 20.1$ 0.0$ 77.9$ 18077 $ 28
29 69991 $ 13502 $ 2737 $ 944.2$ 451.6$ 285.8$ 175.2$ 16.9$ 0.0$ 5440 $ 10153 $ 29
30 59523 $ 7827 $ 2576 $ 922.7$ 445.4$ 281.9$ 166.2$ 15.5$ 0.0$ 4581 $ 6751 $ 30
31 42445 $ 7145 $ 896.9$ 277.6$ 157.3$ 0.0$ 10010 $ 31
Mean 100888 $189553 $ 39318 $ 10731 $ 1425 $ 607.7$ 351.5$ 230.3$ 74.9$ 2.1$ 696.8$ 7800 $
Median 100940 $172721 $ 30500 $ 5470 $ 1315 $ 578.2$ 346.9$ 234.9$ 78.0$ 0.0$ 223.0$ 2928 $
Maximum 192446 $316148 $256592 $ 41235 $ 2446 $ 868.2$ 439.0$ 274.0$ 150.4$ 13.6$ 5440 $ 42860 $
Minimum 16680 $40344 $ 7145 $ 2576 $ 896.9 $ 445.4 $ 277.6 $ 157.3 $ 15.47$ 0.00$ 0.00$ 962.7 $
Total 3127520$ 5307474$ 1218852$ 321920$ 44180$ 18231$ 10898$ 7138$ 2248$ 66$ 20905$ 241809$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28277 $ $ ... Relative Uncertainty +/-20%
Ann. Median 971.1 $
Annual Total 10321241$
Maximum Minimum
Daily 316148 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 24139$ 222475$ 138444$ 60327$ 93794$ 4991$ 2346$ 1390$ 898$ 574$ 1064$ 299$ 1
2 37293$ 228743$ 152901$ 52855$ 63236$ 4818$ 2305$ 1369$ 872$ 569$ 980$ 300$ 2
3 43859$ 227594$ 184510$ 49543$ 49790$ 4671$ 2262$ 1349$ 859$ 563$ 905$ 291$ 3
4 36394$ 165538$ 216064$ 42864$ 41115$ 4539$ 2222$ 1330$ 851$ 555$ 833$ 277$ 4
5 20662$ 79885$ 258751$ 38833$ 34504$ 4390$ 2186$ 1311$ 841$ 543$ 777$ 267$ 5
6 15119$ 49795$ 296329$ 34755$ 29318$ 4259$ 2157$ 1293$ 828$ 532$ 724$ 276$ 6
7 20225$ 36027$ 327088& 30719$ 24690$ 4142$ 2126$ 1275$ 808$ 526$ 673$ 293$ 7
8 29743$ 28905$ 374086& 37299$ 21231$ 4028$ 2092$ 1257$ 787$ 518$ 631$ 317$ 8
9 40950$ 28890$ 434999& 76467$ 18556$ 3929$ 2065$ 1241$ 765$ 514$ 596$ 352$ 9
10 36159$ 29269$ 529121& 115122$ 16383$ 3820$ 2036$ 1230$ 754$ 504$ 563$ 419$ 10
11 34858$ 24954$ 618868& 137036$ 14785$ 3701$ 2005$ 1219$ 740$ 495$ 535$ 453$ 11
12 39354$ 48838$ 679034& 146143$ 13401$ 3600$ 1969$ 1202$ 724$ 490$ 515$ 438$ 12
13 33877$ 111139$ 693434& 111715$ 12339$ 3516$ 1933$ 1188$ 710$ 485$ 498$ 461$ 13
14 46490$ 136940$ 724963& 58090$ 11513$ 3437$ 1898$ 1174$ 698$ 475$ 480$ 773$ 14
15 77089$ 135108$ 862292& 42559$ 10729$ 3364$ 1856$ 1162$ 689$ 466$ 461$ 1481$ 15
16 103094$ 132871$ 990695& 35611$ 10091$ 3295$ 1816$ 1154$ 681$ 460$ 443$ 2857$ 16
17 118693$ 156507$ 1004151& 36779$ 9453$ 3215$ 1772$ 1141$ 673$ 460$ 426$ 6274$ 17
18 128550$ 195399$ 893129& 36971$ 8842$ 3131$ 1737$ 1118$ 666$ 471$ 410$ 5454$ 18
19 132202$ 208930$ 767192& 66727$ 8398$ 3063$ 1706$ 1093$ 659$ 464$ 397$ 4326$ 19
20 128678$ 218783$ 648822& 117931$ 8025$ 2991$ 1682$ 1075$ 652$ 449$ 388$ 3546$ 20
21 128460$ 215742$ 545344& 144758$ 7611$ 2919$ 1652$ 1055$ 642$ 438$ 377$ 2999$ 21
22 129487$ 219784$ 445929& 168309$ 7256$ 2851$ 1622$ 1035$ 633$ 428$ 371$ 2567$ 22
23 118358$ 231247$ 361683& 188770$ 6938$ 2801$ 1603$ 1010$ 627$ 422$ 362$ 2221$ 23
24 104925$ 240016$ 251040$ 202841$ 6644$ 2739$ 1574$ 995$ 622$ 779$ 358$ 2556$ 24
25 125890$ 215067$ 175981$ 213667$ 6374$ 2668$ 1551$ 985$ 615$ 1106$ 347$ 3959$ 25
26 137756$ 133470$ 138426$ 203797$ 6098$ 2617$ 1535$ 970$ 608$ 1113$ 337$ 3672$ 26
27 146313$ 110511$ 124243$ 163759$ 5844$ 2554$ 1514$ 960$ 601$ 1129$ 327$ 3062$ 27
28 156468$ 129224$ 121575$ 147208$ 5634$ 2509$ 1491$ 952$ 594$ 1217$ 316$ 2579$ 28
29 174329$ 140642$ 114580$ 148810$ 5449$ 2442$ 1463$ 940$ 586$ 1255$ 307$ 2227$ 29
30 192428$ 91814$ 139248$ 5309$ 2394$ 1439$ 929$ 579$ 1213$ 300$ 1953$ 30
31 209581$ 73614$ 5167$ 1414$ 919$ 1151$ 1759$ 31
Mean 89401 $141458 $427068 &101650 $ 18339 $ 3446 $ 1840 $ 1139 $ 708.8$ 656.9$ 523.4$ 1894 $
Median 103094 $136940 $361683 & 94091 $ 10091 $ 3329 $ 1816 $ 1154 $ 684.7$ 518.2$ 452.1$ 1759 $
Maximum 209581$ 240016$ 1004151& 213667$ 93794$ 4991$ 2346$ 1390$ 898$ 1255$ 1064$ 6274$
Minimum 15119 $24954 $73614 &30719 $ 5167 $ 2394 $ 1414 $ 918.7 $ 579.4 $ 422.5 $ 299.8 $ 267.5 $
Total 2771424$ 4102293$13239103& 3049512$ 568515$ 103392$ 57031$ 35322$ 21264$ 20365$ 15702$ 58711$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 65690 & $ ... Relative Uncertainty +/-20%
Ann. Median 2826 & & ... Relative Uncertainty +/-30%
Annual Total 24042633&
Maximum Minimum
Daily 1004151& 267.5 &
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1632 $ 4753 $380967 &275613 $ 5984 $ 2778 $ 1673 $ 1168 $ 711.2$ 361.3$ 95.2$ 870.3$ 1
2 1456 $ 4226 $246548 $160623 $ 6051 $ 2729 $ 1646 $ 1146 $ 697.6$ 350.1$ 96.3$ 780.1$ 2
3 1297 $ 3436 $182582 $ 98949 $ 6048 $ 2680 $ 1617 $ 1134 $ 686.6$ 339.2$ 102.2$ 717.4$ 3
4 1176 $ 3028 $170443 $ 71780 $ 5813 $ 2627 $ 1594 $ 1122 $ 679.3$ 328.5$ 105.9$ 678.3$ 4
5 1084 $ 2788 $183998 $ 57768 $ 5665 $ 2583 $ 1555 $ 1102 $ 669.2$ 319.8$ 99.4$ 658.2$ 5
6 1011 $ 4165 $206102 $ 48414 $ 5512 $ 2529 $ 1511 $ 1082 $ 662.7$ 309.8$ 94.5$ 596.9$ 6
7 955.0$ 21040 $239686 $ 41392 $ 5297 $ 2472 $ 1489 $ 1078 $ 655.4$ 301.1$ 93.2$ 539.0$ 7
8 923.9$ 61614 $294121 & 35716 $ 5055 $ 2433 $ 1465 $ 1061 $ 644.4$ 293.4$ 96.8$ 473.2$ 8
9 895.4$ 79844 $432384 & 31283 $ 4829 $ 2392 $ 1455 $ 1045 $ 633.4$ 287.7$ 104.6$ 426.8$ 9
10 833.4$ 80287 $559514 & 27692 $ 4623 $ 2362 $ 1466 $ 1031 $ 619.6$ 283.9$ 89.1$ 390.8$ 10
11 977.6$ 65873 $566306 & 24584 $ 4441 $ 2328 $ 1425 $ 1014 $ 609.1$ 279.1$ 79.6$ 374.6$ 11
12 1254 $ 63278 $480569 & 21785 $ 4290 $ 2304 $ 1385 $ 998.6$ 596.6$ 275.0$ 73.3$ 359.2$ 12
13 1115 $ 66109 $386215 & 19349 $ 4161 $ 2266 $ 1372 $ 982.6$ 580.8$ 268.5$ 71.4$ 484.0$ 13
14 971.5$ 55056 $308754 & 17272 $ 4039 $ 2232 $ 1381 $ 960.7$ 564.7$ 265.4$ 164.0$ 1796 $ 14
15 870.4$ 68840 $246367 $ 15482 $ 3935 $ 2203 $ 1386 $ 937.2$ 549.7$ 258.0$ 367.8$ 3256 $ 15
16 804.1$112727 $198292 $ 13974 $ 3819 $ 2166 $ 1375 $ 914.2$ 534.8$ 232.0$ 479.6$ 2906 $ 16
17 2550 $135132 $139191 $ 12871 $ 3714 $ 2127 $ 1359 $ 892.6$ 518.8$ 212.8$ 465.0$ 3012 $ 17
18 5393 $159633 $127575 $ 11964 $ 3635 $ 2080 $ 1352 $ 873.1$ 505.7$ 197.0$ 324.2$ 4063 $ 18
19 4439 $187716 $155484 $ 11146 $ 3556 $ 2045 $ 1378 $ 861.4$ 494.5$ 186.3$ 210.3$ 3673 $ 19
20 3995 $216463 $179980 $ 10448 $ 3486 $ 2014 $ 1377 $ 865.4$ 482.9$ 175.6$ 2055 $ 3318 $ 20
21 3608 $238846 $210517 $ 9809 $ 3414 $ 1976 $ 1377 $ 856.4$ 469.3$ 166.2$ 4015 $ 2838 $ 21
22 3796 $263088 $238273 $ 9227 $ 3345 $ 1936 $ 1371 $ 836.8$ 456.1$ 153.7$ 3224 $ 2362 $ 22
23 3645 $290331 $263651 $ 8727 $ 3264 $ 1901 $ 1374 $ 811.3$ 446.6$ 139.8$ 2621 $ 1981 $ 23
24 3637 $326838 &292783 $ 8296 $ 3197 $ 1867 $ 1370 $ 792.1$ 439.4$ 132.3$ 2188 $ 1711 $ 24
25 3603 $452102 &316566 $ 7850 $ 3146 $ 1839 $ 1337 $ 780.0$ 429.4$ 124.4$ 1891 $ 1502 $ 25
26 3254 $622257 &326126 $ 7449 $ 3095 $ 1814 $ 1298 $ 765.5$ 416.0$ 114.4$ 1664 $ 1257 $ 26
27 4160 $623487 &329501 $ 7096 $ 3040 $ 1788 $ 1251 $ 755.4$ 401.9$ 106.8$ 1459 $ 1165 $ 27
28 7405 $509963 &329686 $ 6776 $ 2987 $ 1763 $ 1224 $ 748.0$ 394.5$ 104.2$ 1265 $ 1092 $ 28
29 5838 $ 332776 $ 6497 $ 2931 $ 1733 $ 1202 $ 745.4$ 385.0$ 99.3$ 1111 $ 960.7$ 29
30 4533 $ 338049 & 6228 $ 2878 $ 1706 $ 1195 $ 742.4$ 372.4$ 96.4$ 992.1$ 823.4$ 30
31 4326 $ 326469 $ 2830 $ 1183 $ 727.5$ 95.7$ 726.1$ 31
Mean 2627 $168676 &289983 & 36202 $ 4132 $ 2189 $ 1401 $ 930.0$ 543.6$ 221.2$ 856.6$ 1477 $
Median 1632 $ 80066 &292783 & 14728 $ 3819 $ 2185 $ 1377 $ 914.2$ 542.2$ 232.0$ 267.3$ 960.7$
Maximum 7405 $623487 &566306 &275613 $ 6051 $ 2778 $ 1673 $ 1168 $ 711.2$ 361.3$ 4015 $ 4063 $
Minimum 804.1$ 2788 &127575 & 6228 $ 2830 $ 1706 $ 1183 $ 727.5$ 372.4$ 95.7$ 71.4$ 359.2$
Total 81438$ 4722918& 8989476& 1086059$ 128083$ 65674$ 43440$ 28830$ 16308$ 6858$ 25697$ 45793$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 41755 & $ ... Relative Uncertainty +/-20%
Ann. Median 1673 & & ... Relative Uncertainty +/-30%
Annual Total 15240572&
Maximum Minimum
Daily 623487 & 71.40 &
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 659$ 8327$ 1246366& 5314$ 1840$ 776$ 391$ 205$ 6$ 0$ 0$ 0$ 1
2 612$ 12480$ 1126350& 5034$ 1795$ 755$ 387$ 199$ 6$ 0$ 0$ 0$ 2
3 571$ 19082$ 878072& 4795$ 1750$ 735$ 382$ 192$ 10$ 0$ 0$ 0$ 3
4 524$ 26483$ 691453& 4551$ 1692$ 715$ 377$ 182$ 3$ 0$ 0$ 0$ 4
5 488$ 49707$ 508645& 4320$ 1648$ 697$ 375$ 180$ 1$ 0$ 0$ 1464$ 5
6 453$ 64145$ 391304& 4130$ 1609$ 686$ 374$ 178$ 0$ 0$ 0$ 1950$ 6
7 813$ 57888$ 315528& 3953$ 1568$ 677$ 366$ 166$ 0$ 0$ 0$ 1636$ 7
8 6244$ 45871$ 202081$ 3767$ 1529$ 662$ 359$ 155$ 0$ 0$ 0$ 1344$ 8
9 7222$ 28697$ 113434$ 3624$ 1484$ 639$ 359$ 146$ 0$ 0$ 0$ 1173$ 9
10 5261$ 32073$ 75074$ 3504$ 1440$ 625$ 352$ 138$ 0$ 0$ 0$ 2121$ 10
11 4104$ 68562$ 55464$ 3427$ 1395$ 607$ 343$ 132$ 0$ 0$ 0$ 2307$ 11
12 3337$ 112843$ 43439$ 3329$ 1355$ 590$ 344$ 125$ 0$ 0$ 0$ 1963$ 12
13 2781$ 132414$ 35690$ 3225$ 1320$ 579$ 342$ 114$ 0$ 0$ 0$ 1681$ 13
14 2314$ 142915$ 31356$ 3127$ 1289$ 572$ 335$ 105$ 0$ 0$ 0$ 1400$ 14
15 2059$ 139196$ 27492$ 3024$ 1260$ 568$ 327$ 93$ 0$ 0$ 0$ 1186$ 15
16 1875$ 112473$ 23045$ 2926$ 1228$ 556$ 328$ 83$ 0$ 0$ 0$ 1096$ 16
17 1824$ 81334$ 19254$ 2811$ 1201$ 539$ 317$ 71$ 0$ 0$ 0$ 1031$ 17
18 2346$ 62592$ 16358$ 2714$ 1172$ 525$ 307$ 55$ 0$ 0$ 0$ 897$ 18
19 2331$ 58551$ 14107$ 2629$ 1147$ 512$ 299$ 45$ 0$ 0$ 0$ 766$ 19
20 2059$ 88062$ 12676$ 2550$ 1120$ 498$ 291$ 37$ 0$ 0$ 0$ 685$ 20
21 1819$ 125119$ 12026$ 2469$ 1092$ 482$ 286$ 34$ 0$ 0$ 0$ 643$ 21
22 1667$ 150969$ 11588$ 2398$ 1069$ 471$ 280$ 31$ 0$ 0$ 0$ 593$ 22
23 1578$ 175824$ 10568$ 2338$ 1044$ 469$ 272$ 28$ 0$ 0$ 0$ 647$ 23
24 1551$ 189510$ 9582$ 2278$ 1018$ 447$ 264$ 26$ 0$ 0$ 0$ 1315$ 24
25 1324$ 207397$ 8761$ 2223$ 995$ 434$ 255$ 24$ 0$ 0$ 98$ 3065$ 25
26 6146$ 231670$ 8096$ 2162$ 969$ 424$ 250$ 23$ 0$ 0$ 94$ 4360$ 26
27 7789$ 460261& 7567$ 2104$ 939$ 421$ 246$ 28$ 0$ 0$ 0$ 3534$ 27
28 6042$ 993794& 7053$ 2049$ 900$ 419$ 234$ 28$ 0$ 0$ 0$ 4143$ 28
29 6796$ 6499$ 1985$ 859$ 405$ 225$ 25$ 0$ 0$ 0$ 9108$ 29
30 6906$ 6023$ 1901$ 826$ 397$ 216$ 22$ 0$ 0$ 0$ 7010$ 30
31 10515$ 5631$ 800$ 212$ 16$ 0$ 5275$ 31
Mean 3226 $138509 &190986 & 3155 $ 1269 $ 562.7$ 312.7$ 93.1$ 0.9$ 0.0$ 6.4$ 2013 $
Median 2059 $84698 &23045 & 2975 $ 1228 $ 561.8 $ 326.5 $ 83.13$ 0.00$ 0.00$ 0.00$ 1344 $
Maximum 10515$ 993794& 1246366& 5314$ 1840$ 776$ 391$ 205$ 10$ 0$ 98$ 9108$
Minimum 453.0 $8327 &5631 &1901 $ 799.9 $ 397.4 $ 212.2 $ 16.32 $ 0.000$ 0.000$ 0.000$ 0.000$
Total 100009$ 3878238& 5920578& 94661$ 39353$ 16882$ 9694$ 2886$ 26$ 0$ 192$ 62394$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27739 & $ ... Relative Uncertainty +/-20%
Ann. Median 612.0 & & ... Relative Uncertainty +/-30%
Annual Total 10124913&
Maximum Minimum
Daily 1246366& 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4150 $ 34568 $222662 $ 2322 $ 1237 $ 581.3" 359.2" 224.2" 106.8" 16.5" 0.0" 0.0" 1
2 3223 $ 35811 $231860 $ 2196 $ 1191 $ 568.7" 353.5" 220.7" 101.5" 13.7" 0.0" 0.0" 2
3 2609 $ 67148 $232973 $ 2098 $ 1152 $ 556.4" 346.7" 217.9" 94.0" 12.9" 0.0" 0.0" 3
4 2154 $ 62791 $278632 $ 2040 $ 1112 $ 544.5" 339.3" 217.4" 89.4" 11.8" 0.0" 0.0" 4
5 1797 $ 37142 $334519 & 1991 $ 1074 $ 534.5" 333.1" 217.8" 84.5" 10.3" 0.0" 0.0" 5
6 1504 $ 14600 $348049 & 1924 $ 1042 $ 526.0" 327.6" 217.4" 80.8" 9.0" 0.0" 0.0" 6
7 1227 $ 7471 $263103 $ 1853 $ 1016 $ 518.4" 322.5" 219.9" 78.3" 8.4" 0.0" 0.0" 7
8 1016 $ 4167 $135926 $ 1801 $ 986.8# 510.9" 317.7" 219.9" 77.6" 8.1" 0.0" 0.0" 8
9 825.2$ 2839 $ 69042 $ 1802 $ 957.8# 503.6" 312.9" 221.9" 77.6" 6.2" 0.0" 0.0" 9
10 771.0$ 3382 $ 38933 $ 1775 $ 932.8# 497.6" 308.1" 220.9" 76.7" 4.0" 0.0" 0.0" 10
11 569.3$ 3546 $ 22165 $ 1724 $ 909.1# 492.6" 303.6" 217.7" 75.7" 2.6" 0.0" 0.0" 11
12 455.0$ 2960 $ 13500 $ 1672 $ 884.3# 488.2" 299.8" 215.1" 74.0" 1.4" 0.0" 0.0" 12
13 363.8$ 1969 $ 9141 $ 1650 $ 861.1# 479.4" 296.0" 212.7" 72.6" 1.0" 0.0" 0.0" 13
14 271.6$ 1656 $ 6842 $ 1621 $ 840.7# 470.7" 292.3" 202.2" 72.8" 0.8" 0.0" 0.0" 14
15 211.4$ 1368 $ 5528 $ 1588 $ 819.7# 462.9" 288.6" 194.2" 72.2" 0.5" 0.0" 0.0" 15
16 154.5$ 1099 $ 4750 $ 1556 $ 801.2# 455.8" 284.9" 186.4" 70.0" 0.3" 0.0" 0.0" 16
17 111.6$ 1197 $ 4184 $ 1508 $ 786.8# 449.7" 281.2" 182.3" 65.6" 0.2" 0.0" 0.0" 17
18 94.6$ 827.5$ 3762 $ 1467 $ 779.3# 443.4" 277.8" 181.9" 62.2" 0.1" 0.0" 0.0" 18
19 132.5$ 703.7$ 3461 $ 1417 $ 775.1# 435.5" 274.3" 181.8" 59.0" 0.0" 0.0" 0.0" 19
20 227.4$ 654.7$ 3230 $ 1369 $ 758.2# 428.1" 270.9" 178.5" 55.6" 0.0" 0.0" 0.0" 20
21 191.1$ 870.6$ 3063 $ 1377 $ 741.4# 422.7" 267.4" 170.4" 51.9" 0.0" 0.0" 0.0" 21
22 160.4$ 1458 $ 2947 $ 1532 $ 730.7# 421.2" 263.7" 161.6" 47.8" 0.0" 0.0" 0.0" 22
23 99.2$ 1972 $ 2855 $ 1616 $ 719.3# 417.8" 260.2" 151.8" 44.8" 0.0" 0.0" 0.0" 23
24 96.1$ 10101 $ 2809 $ 1605 $ 706.3# 411.6" 256.6" 147.1" 39.7" 0.0" 0.0" 0.0" 24
25 12081 $ 48830 $ 2794 $ 1542 $ 693.0# 401.9" 253.1" 141.9" 36.3" 0.0" 0.0" 0.0" 25
26 52652 $116827 $ 2848 $ 1478 $ 676.2" 393.1" 249.6" 135.4" 32.3" 0.0" 0.0" 1223 $ 26
27 72534 $165772 $ 3104 $ 1429 $ 657.3" 384.4" 244.7" 131.5" 28.7" 0.0" 0.0" 2221 $ 27
28 78981 $192585 $ 3111 $ 1385 $ 635.8" 377.0" 240.9" 127.2" 27.2" 0.0" 0.0" 1997 $ 28
29 76992 $ 2841 $ 1338 $ 618.6" 371.7" 237.7" 123.0" 24.3" 0.0" 0.0" 1863 $ 29
30 64500 $ 2667 $ 1287 $ 606.1" 365.6" 232.9" 117.2" 20.6" 0.0" 0.0" 2141 $ 30
31 65254 $ 2486 $ 592.4" 229.4" 112.3" 0.0" 2205 $ 31
Mean 14368 $29440 $73025 & 1665 $ 848.2 $ 463.8 " 287.9 " 182.9 " 63.35" 3.47" 0.00" 375.8 $
Median 825.2 $3464 $4750 &1611 $ 801.2 $ 459.3 " 284.9 " 186.4 " 71.11 " 0.300" 0.000" 0.000$
Maximum 78981 $192585 $348049 & 2322 $ 1237 $ 581.3" 359.2" 224.2" 106.8" 16.5" 0.0" 2221 $
Minimum 94.56 $ 654.7 $2486 &1287 $ 592.4 $ 365.6 " 229.4 " 112.3 " 20.57 " 0.000" 0.000" 0.000$
Total 445408$ 824318$ 2263790& 49964$ 26294$ 13915" 8926" 5670" 1901" 108" 0" 11650$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10005 & " ... Relative Uncertainty +/-10%
Ann. Median 322.5 & # ... Relative Uncertainty +/-15%
Annual Total 3651942& $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 348049 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2038 $ 25651 $259368 $ 14322 $ 1851 $ 1497 $ 784.5# 527.3" 311.8" 203.4" 35.7" 4.4" 1
2 1843 $ 46364 $280047 $ 11095 $ 1790 $ 1428 $ 773.7# 522.4" 305.3" 200.8" 32.4" 2.5" 2
3 1667 $ 62417 $286202 $ 8961 $ 1733 $ 1362 $ 764.1# 513.0" 307.1" 196.8" 29.0" 2.0" 3
4 1537 $100861 $274364 $ 7874 $ 1682 $ 1423 $ 746.3# 500.2" 310.1" 193.1" 26.5" 2.8" 4
5 23288 $115087 $257882 $ 7342 $ 1636 $ 1334 $ 732.5# 493.2" 308.0" 188.6" 22.0" 2.5" 5
6 50274 $110681 $244460 $ 7473 $ 1600 $ 7159 $ 723.3# 491.6" 301.9" 180.3" 18.3" 1.5" 6
7 64847 $ 87955 $219184 $ 8213 $ 1563 $ 14644 $ 713.1# 490.7" 294.6" 169.8" 16.3" 0.8" 7
8 52364 $ 69859 $154379 $ 7893 $ 1528 $ 5642 $ 704.0# 484.1" 286.8" 162.0" 16.5" 0.3" 8
9 63052 $ 47438 $134182 $ 6957 $ 1495 $ 3601 $ 696.4# 477.9" 278.9" 153.6" 19.1" 0.1" 9
10 61677 $ 28916 $139387 $ 5962 $ 1496 $ 2745 $ 683.6" 469.8" 272.8" 147.0" 23.6" 0.0" 10
11 56296 $ 40868 $147872 $ 5278 $ 3758 $ 2261 $ 670.3" 465.4" 269.3" 142.6" 21.9" 0.0" 11
12 59830 $ 86011 $137933 $ 4768 $ 6841 $ 1959 $ 656.9" 465.7" 265.6" 138.2" 17.6" 0.0" 12
13 46074 $116267 $107681 $ 4375 $ 4987 $ 1767 $ 644.9" 465.0" 262.5" 130.0" 14.3" 0.0" 13
14 40024 $133511 $ 89145 $ 4048 $ 3818 $ 1602 $ 630.6" 462.1" 253.7" 122.5" 11.4" 0.0" 14
15 22127 $150434 $ 73529 $ 3768 $ 3158 $ 1475 $ 617.3" 457.3" 248.7" 114.7" 10.7" 0.0" 15
16 11769 $166306 $ 49302 $ 3537 $ 2678 $ 1376 $ 607.1" 449.0" 249.3" 108.0" 9.0" 0.0" 16
17 8246 $183598 $ 35698 $ 3336 $ 2399 $ 1291 $ 596.4" 440.2" 249.1" 103.3" 8.3" 0.0" 17
18 6456 $189784 $ 27169 $ 3162 $ 2192 $ 1225 $ 579.9" 429.6" 247.5" 99.9" 6.4" 0.0" 18
19 5162 $172749 $ 21799 $ 3004 $ 1976 $ 1167 $ 566.2" 421.7" 245.4" 97.3" 5.2" 0.0" 19
20 4263 $123863 $ 17941 $ 2861 $ 1856 $ 1119 $ 555.5" 416.6" 243.4" 91.4" 6.6" 0.0" 20
21 3603 $ 76683 $ 15184 $ 2726 $ 1732 $ 1075 $ 545.7" 412.0" 238.8" 89.9" 14.5" 0.0" 21
22 3103 $ 54175 $ 13173 $ 2601 $ 1618 $ 1035 $ 543.3" 407.0" 234.9" 84.3" 17.9" 0.0" 22
23 2714 $ 54152 $ 11918 $ 2492 $ 1542 $ 997.7# 544.8" 399.9" 233.3" 80.0" 23.3" 0.0" 23
24 2406 $ 87096 $ 11064 $ 2397 $ 1511 $ 968.2# 542.4" 391.3" 230.9" 78.1" 29.6" 0.0" 24
25 2196 $126564 $ 10410 $ 2309 $ 1469 $ 941.1# 541.9" 383.4" 227.2" 72.7" 29.0" 0.0" 25
26 1996 $157278 $ 9587 $ 2225 $ 1406 $ 915.1# 542.3" 375.7" 223.9" 68.1" 24.1" 0.1" 26
27 1840 $182114 $ 9204 $ 2146 $ 1652 $ 892.8# 540.4" 368.2" 219.5" 63.0" 17.8" 3.6" 27
28 2031 $206189 $ 9454 $ 2066 $ 1809 $ 858.5# 537.7" 360.6" 213.6" 57.6" 12.9" 3.2" 28
29 1943 $231497 $ 10739 $ 1992 $ 1620 $ 814.8# 537.6" 352.2" 209.0" 52.7" 9.1" 1.1" 29
30 2111 $ 13429 $ 1920 $ 1523 $ 797.1# 534.1" 339.2" 206.7" 47.1" 6.3" 0.1" 30
31 9601 $ 14231 $ 1523 $ 530.2" 326.6" 40.8" 0.0" 31
Mean 19883 $111530 $ 99546 $ 4903 $ 2176 $ 2179 $ 625.4# 437.4" 258.3" 118.6" 17.9" 0.8"
Median 5162 $110681 $ 49302 $ 3652 $ 1682 $ 1348 $ 607.1# 449.0" 249.2" 108.0" 17.7" 0.0"
Maximum 64847 $231497 $286202 $ 14322 $ 6841 $ 14644 $ 784.5# 527.3" 311.8" 203.4" 35.7" 4.4"
Minimum 1537 $25651 $ 9204 $ 1920 $ 1406 $ 797.1 $ 530.2 # 326.6 " 206.7 " 40.77" 5.19" 0.00"
Total 616378$ 3234369$ 3085916$ 147102$ 67442$ 65372$ 19387# 13559" 7750" 3678" 536" 25"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19840 $ " ... Relative Uncertainty +/-10%
Ann. Median 779.1 $ # ... Relative Uncertainty +/-15%
Annual Total 7261513$ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 286202 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.00" 4583 $ 2264 $ 2268 $ 91.04" 21.62" 78.73" 2.37" 0.00" 0.00" 0.00" 0.00" 1
2 0.00" 8281 $ 1897 $ 1737 $ 86.04" 20.81" 67.48" 1.93" 0.00" 0.00" 0.00" 0.00" 2
3 0.00" 5555 $ 1779 $ 1355 # 82.27" 20.01" 58.38" 1.66" 0.00" 0.00" 0.00" 0.00" 3
4 0.00"10628 $ 1914 $ 1070 # 78.65" 19.46" 50.00" 1.40" 0.00" 0.00" 0.00" 0.00" 4
5 1.98"72058 $ 3213 $ 865.2 " 74.76" 19.04" 45.16" 1.14" 0.00" 0.00" 0.00" 0.00" 5
6 205.6 $88909 $ 2955 $ 717.4 " 70.66" 18.83" 41.23" 0.91" 0.00" 0.00" 0.00" 0.00" 6
7 6653 $81024 $ 2299 $ 609.0 " 66.62" 18.33" 38.47" 0.70" 0.00" 0.00" 0.00" 0.00" 7
8 5436 $60364 $ 2627 $ 533.5 " 63.83" 18.30" 35.87" 0.50" 0.00" 0.00" 0.00" 0.00" 8
9 3937 $31844 $ 3697 $ 473.2 " 61.07" 18.03" 33.38" 0.33" 0.00" 0.00" 0.00" 0.00" 9
10 3383 $14317 $ 3086 $ 424.2 " 57.89" 17.98" 30.80" 0.21" 0.00" 0.00" 0.00" 0.00" 10
11 2658 $10572 $ 3420 $ 386.6 " 54.97" 17.66" 28.41" 0.13" 0.00" 0.00" 0.00" 0.00" 11
12 2091 $ 8858 $ 3797 $ 355.1 " 51.83" 17.42" 26.84" 0.07" 0.00" 0.00" 0.00" 0.00" 12
13 1705 $13463 $ 3509 $ 323.9 " 49.16" 16.91" 25.22" 0.03" 0.00" 0.00" 0.00" 0.00" 13
14 1418 $ 8930 $ 3640 $ 296.2 " 47.38" 16.39" 22.97" 0.01" 0.00" 0.00" 0.00" 0.00" 14
15 1196 $ 6120 $ 3666 $ 271.2 " 45.85" 15.94" 21.23" 0.00" 0.00" 0.00" 0.00" 0.00" 15
16 1043 $ 5605 $ 3838 $ 253.0 " 44.06" 15.73" 19.56" 0.00" 0.00" 0.00" 0.00" 0.00" 16
17 945.8 # 4418 $ 3227 $ 235.1 " 42.17" 15.90" 17.12" 0.00" 0.00" 0.00" 0.00" 0.00" 17
18 854.3 # 3446 $ 2584 $ 219.2 " 40.07" 24.98" 15.47" 0.00" 0.00" 0.00" 0.00" 0.00" 18
19 2230 $ 2878 $ 2107 $ 203.3 " 38.10" 54.16" 13.81" 0.00" 0.00" 0.00" 0.00" 8060 $ 19
20 4156 $ 2508 $ 1757 $ 189.5 " 36.36" 97.63" 12.78" 0.00" 0.00" 0.00" 0.00" 7256 $ 20
21 3419 $ 2418 $ 1488 $ 176.3 " 35.02" 84.45" 12.13" 0.00" 0.00" 0.00" 0.00" 4072 $ 21
22 2718 $ 2605 $ 2350 $ 161.9 " 33.82" 66.69" 10.65" 0.00" 0.00" 0.00" 0.00" 2747 $ 22
23 2235 $ 3051 $ 4751 $ 150.7 " 33.15" 58.47" 9.49" 0.00" 0.00" 0.00" 0.00" 2134 $ 23
24 1854 $ 8037 $ 9556 $ 140.4 " 32.08" 59.99" 8.23" 0.00" 0.00" 0.00" 0.00" 1805 $ 24
25 2267 $ 6609 $14258 $ 130.6 " 31.00" 77.59" 7.41" 0.00" 0.00" 0.00" 0.00" 1561 $ 25
26 5161 $ 5126 $ 8118 $ 122.7 " 29.03" 119.7 " 6.20" 0.00" 0.00" 0.00" 0.00" 1343 # 26
27 6174 $ 3674 $ 4568 $ 116.4 " 27.17" 222.2 " 5.19" 0.00" 0.00" 0.00" 0.00" 1461 $ 27
28 4366 $ 2803 $ 7235 $ 110.5 " 25.59" 174.7 " 4.56" 0.00" 0.00" 0.00" 0.00" 5656 $ 28
29 3268 $ 6988 $ 104.0 " 24.30" 126.8 " 3.84" 0.00" 0.00" 0.00" 0.00" 4590 $ 29
30 2580 $ 4524 $ 97.61" 23.68" 95.53" 3.41" 0.00" 0.00" 0.00" 0.00" 4568 $ 30
31 2115 $ 3115 $ 22.69" 2.85" 0.00" 0.00" 46162 $ 31
Mean 2389 $17096 $ 4007 $ 469.9 $ 48.40" 52.38" 24.41" 0.37" 0.00" 0.00" 0.00" 2949 $
Median 2230 $6364 $3227 $ 262.1 $ 44.06 " 20.41 " 19.56 " 0.000" 0.000" 0.000" 0.000" 0.000$
Maximum 6653 $88909 $14258 $ 2268 $ 91.04" 222.2 " 78.73" 2.37" 0.00" 0.00" 0.00"46162 $
Minimum 0.000$2418 $1488 $ 97.61 $ 22.69 " 15.73 " 2.848" 0.000" 0.000" 0.000" 0.000" 0.000$
Total 74071 $478684 $124224 $ 14096 $ 1500 " 1571 " 756.8" 11.4" 0.0" 0.0" 0.0" 91415 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2154 $ " ... Relative Uncertainty +/-10%
Ann. Median 24.30 $ # ... Relative Uncertainty +/-15%
Annual Total 786330 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 88909 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 92353 $236011 $ 52532 $ 41537 $ 3391 $ 1063 $ 506.2" 309.7" 158.3" 59.9" 21.2" 217.7" 1
2 122643 $253362 $ 72028 $ 38384 $ 3250 $ 1036 # 498.8" 306.6" 154.0" 56.9" 20.8" 241.0" 2
3 134383 $269671 $ 90181 $ 34845 $ 3129 $ 1006 # 490.0" 301.3" 150.6" 55.2" 20.3" 213.8" 3
4 94789 $278328 $ 98407 $ 40810 $ 3004 $ 977.7# 477.5" 294.3" 147.5" 53.1" 21.7" 218.9" 4
5 55777 $278384 $ 85321 $ 38852 $ 2886 $ 944.8# 464.2" 287.6" 143.6" 50.7" 237.0" 150.3" 5
6 53289 $249995 $ 65840 $ 26134 $ 2778 $ 914.7# 453.3" 280.4" 139.7" 47.5" 289.2" 116.6" 6
7 52755 $155949 $ 53354 $ 17553 $ 2689 $ 886.9# 446.5" 272.4" 135.6" 45.0" 258.9" 92.3" 7
8 60260 $ 91121 $ 48103 $ 13550 $ 2599 $ 857.2# 439.9" 266.1" 131.8" 43.0" 231.0" 75.3" 8
9 56673 $ 87828 $ 34134 $ 12205 $ 2511 $ 835.6# 432.2" 259.6" 127.9" 40.1" 201.8" 62.1" 9
10 48350 $ 85019 $ 31300 $ 12407 $ 2413 $ 814.5# 424.8" 255.0" 120.4" 35.6" 166.2" 52.7" 10
11 36066 $ 77513 $ 50752 $ 11034 $ 2345 $ 789.6# 418.5" 251.7" 112.9" 33.7" 137.0" 47.7" 11
12 17059 $ 83177 $ 85346 $ 9060 $ 2262 $ 765.7# 424.4" 247.5" 106.7" 32.8" 115.6" 43.2" 12
13 11251 $ 96620 $113234 $ 8607 $ 2183 $ 745.4# 456.4" 241.8" 102.8" 31.6" 104.4" 40.5" 13
14 9039 $ 99625 $127269 $ 15603 $ 2168 $ 729.2# 462.7" 236.9" 99.9" 30.6" 98.1" 36.4" 14
15 32020 $ 74651 $135837 $ 20401 $ 2154 $ 719.0# 434.0" 233.2" 97.0" 28.8" 89.7" 32.1" 15
16 83299 $ 52282 $152435 $ 22439 $ 2082 $ 711.6# 406.9" 230.0" 93.5" 27.6" 89.4" 27.6" 16
17 100213 $ 37445 $171171 $ 13497 $ 1968 $ 702.3# 393.8" 226.2" 90.1" 26.5" 82.7" 29.2" 17
18 110890 $ 26448 $190097 $ 8771 $ 1859 $ 689.5# 382.8" 221.7" 86.7" 25.3" 69.2" 29.1" 18
19 120733 $ 21018 $207446 $ 7178 $ 1766 $ 668.4" 373.2" 216.6" 84.5" 23.3" 62.8" 28.8" 19
20 127647 $ 17814 $215216 $ 6190 $ 1683 $ 645.7" 365.6" 211.7" 82.2" 20.6" 58.4" 27.1" 20
21 137661 $ 15813 $209931 $ 5742 $ 1616 $ 625.9" 359.4" 206.2" 80.8" 19.9" 52.9" 23.9" 21
22 152852 $ 17233 $211932 $ 5506 $ 1541 $ 608.8" 354.3" 202.0" 79.8" 20.0" 50.1" 26.6" 22
23 163205 $ 25763 $176761 $ 5144 $ 1458 $ 596.4" 348.8" 198.6" 78.0" 19.5" 42.9" 34.9" 23
24 157146 $ 36087 $ 91893 $ 4784 $ 1397 $ 586.1" 342.6" 196.9" 75.1" 18.5" 36.8" 40.3" 24
25 107142 $ 43768 $ 55208 $ 4499 $ 1335 $ 576.3" 338.8" 193.6" 73.1" 17.4" 34.8" 66.9" 25
26 105844 $ 49597 $ 39436 $ 4253 $ 1295 $ 562.5" 334.5" 189.3" 70.4" 16.3" 40.5" 53.9" 26
27 140146 $ 48387 $ 31576 $ 4063 $ 1258 $ 551.1" 330.9" 185.2" 67.0" 15.5" 54.2" 1333 $ 27
28 168619 $ 48590 $ 26870 $ 3856 $ 1214 $ 541.0" 328.0" 180.8" 64.4" 14.5" 72.9" 3485 $ 28
29 191228 $ 31198 $ 3706 $ 1167 $ 530.2" 325.0" 177.4" 62.8" 13.7" 143.2" 6931 $ 29
30 211269 $ 36321 $ 3554 $ 1128 $ 516.0" 321.2" 172.2" 61.8" 22.1" 182.8" 7584 $ 30
31 222625 $ 39886 $ 1092 $ 315.6" 164.9" 22.1" 4838 $ 31
Mean 102491 $102054 $ 97775 $ 14806 $ 2052 $ 739.9$ 401.6" 232.8" 102.6" 31.2" 102.9" 845.2$
Median 105844 $ 76082 $ 85321 $ 10047 $ 2082 $ 715.3$ 406.9" 230.0" 95.2" 27.6" 77.8" 53.9$
Maximum 222625 $278384 $215216 $ 41537 $ 3391 $ 1063 $ 506.2" 309.7" 158.3" 59.9" 289.2" 7584 $
Minimum 9039 $15813 $26870 $ 3554 $ 1092 $ 516.0 $ 315.6 " 164.9 " 61.85" 13.70" 20.34" 23.90$
Total 3177225$ 2857499$ 3031015$ 444165$ 63622$ 22197$ 12451" 7217" 3079" 967" 3086" 26200$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26435 $ " ... Relative Uncertainty +/-10%
Ann. Median 551.1 $ # ... Relative Uncertainty +/-15%
Annual Total 9648725$ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 278384 $ 13.70 $
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3290 $ 5229 $ 501.9"209421 $ 3511 $ 1301 # 1093 " 390.8" 156.1" 57.4" 11.7" 114.3" 1
2 2469 $ 4741 $ 448.6"223518 $ 3344 $ 1251 # 1152 " 379.7" 149.4" 55.9" 11.2" 98.5" 2
3 1993 $ 4687 $ 401.1"244830 $ 3186 $ 1195 " 1136 " 365.3" 142.8" 54.4" 10.5" 87.0" 3
4 1653 $ 4233 $ 621.0"267934 $ 3037 $ 1148 " 1088 " 348.0" 136.7" 53.4" 9.7" 78.4" 4
5 1335 $ 3615 $ 429.8"280180 $ 2902 $ 1098 " 1027 " 334.8" 132.1" 52.8" 8.8" 69.0" 5
6 1063 $ 3178 $ 346.2"240402 $ 2771 $ 1051 " 969.5" 324.0" 126.6" 51.6" 8.1" 60.0" 6
7 877.5# 2821 $ 322.6"124199 $ 2650 $ 1008 " 922.8" 311.1" 122.6" 49.6" 8.6" 52.3" 7
8 725.5# 2528 $ 300.0" 64270 $ 2537 $ 966.0" 875.8" 298.8" 119.6" 47.3" 8.5" 46.6" 8
9 610.2" 2279 $ 320.1" 43390 $ 2422 $ 929.7" 835.9" 289.2" 116.6" 44.6" 7.4" 47.0" 9
10 571.2" 2248 $ 539.2# 32056 $ 2320 $ 898.0" 796.1" 277.4" 112.7" 42.4" 6.2" 78.2" 10
11 473.2" 2382 $ 1097 $ 25149 $ 2188 $ 868.0" 758.4" 270.2" 108.9" 41.2" 5.4" 70.4" 11
12 427.2" 2389 $ 957.7# 20329 $ 2078 $ 840.0" 727.3" 265.5" 105.0" 39.9" 4.5" 57.7" 12
13 432.9" 2236 $ 941.9# 16792 $ 1990 $ 814.9" 700.9" 261.0" 101.1" 38.0" 3.7" 50.7" 13
14 608.2# 1999 $ 881.3# 14027 $ 1907 $ 788.9" 674.6" 255.8" 99.3" 36.0" 3.1" 48.0" 14
15 4330 $ 1800 $ 670.6# 12199 $ 1827 $ 763.8" 652.8" 251.2" 97.6" 33.8" 2.5" 44.4" 15
16 33532 $ 1625 $ 691.8# 10754 $ 1743 $ 739.9" 631.3" 244.0" 95.8" 29.8" 2.0" 53.1" 16
17 85543 $ 1446 $ 687.9# 9611 $ 1673 # 719.8" 609.9" 233.8" 94.0" 27.8" 1.6" 59.2" 17
18 122934 $ 1284 $ 1008 $ 8683 $ 1602 # 702.6" 589.1" 223.2" 91.8" 26.1" 259.4" 53.6" 18
19 148152 $ 1153 $ 3148 $ 7935 $ 1533 # 694.9" 568.5" 215.1" 89.8" 24.9" 893.3" 44.7" 19
20 174519 $ 1119 $ 21136 $ 7278 $ 1472 # 708.4" 549.5" 208.1" 87.4" 23.9" 773.7" 1235 $ 20
21 194949 $ 1163 $ 21256 $ 6687 $ 1416 # 696.2" 533.5" 202.5" 85.4" 23.1" 652.1" 2422 $ 21
22 205714 $ 1922 $ 21531 $ 6164 $ 1357 # 678.0" 514.3" 196.8" 83.3" 22.2" 552.5" 4443 $ 22
23 196937 $ 1518 $ 38075 $ 5710 $ 1299 # 668.0" 497.4" 190.8" 80.8" 21.0" 464.9" 18631 $ 23
24 103397 $ 955.0$ 85895 $ 5334 $ 1241 # 664.0" 483.0" 186.5" 79.1" 19.5" 385.5" 24611 $ 24
25 42592 $ 766.5#109698 $ 5001 $ 1211 " 654.6" 469.1" 183.0" 77.2" 18.3" 312.6" 31345 $ 25
26 23589 $ 674.3#116708 $ 4700 $ 1195 " 643.6" 457.3" 179.6" 73.4" 17.7" 257.8" 37409 $ 26
27 14713 $ 609.3"122137 $ 4417 $ 1219 # 644.5" 444.1" 176.3" 70.5" 16.8" 218.0" 35289 $ 27
28 10568 $ 553.4"132656 $ 4148 $ 1330 # 677.9" 431.8" 172.0" 67.3" 15.4" 184.8" 27108 $ 28
29 8267 $ 151836 $ 3898 $ 1417 # 775.3" 422.2" 168.5" 62.8" 14.3" 156.2" 19206 $ 29
30 6923 $ 175083 $ 3692 $ 1400 # 944.3" 409.6" 163.6" 59.4" 13.1" 132.5" 13664 $ 30
31 6037 $ 194724 $ 1352 # 399.0" 160.0" 12.4" 9328 $ 31
Mean 45136 $ 2184 $38873 $63757 $ 1972 $ 851.1 # 691.0 " 249.2 " 100.8 " 33.06" 178.6 " 7287 $
Median 6037 $ 1960 $ 957.7 $11477 $ 1743 $ 782.1 # 631.3 " 244.0 " 96.67" 29.82" 10.83" 78.45$
Maximum 205714 $ 5229 $194724 $280180 $ 3511 $ 1301 # 1152 " 390.8" 156.1" 57.4" 893.3" 37409 $
Minimum 427.2 $ 553.4 $ 300.0 $3692 $1195 $ 643.6 # 399.0 " 160.0 " 59.40 " 12.35 " 1.623" 44.35 $
Total 1399225$ 61153$ 1205051$ 1912706$ 61128$ 25534# 21420" 7726" 3025" 1025" 5357" 225904$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13505 $ " ... Relative Uncertainty +/-10%
Ann. Median 677.9 $ # ... Relative Uncertainty +/-15%
Annual Total 4929254$ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 280180 $ 1.623$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6500 $ 39465 $201475 $ 69986 $ 1860 $ 631.2" 389.7" 190.5" 66.9" 3.4" 0.0" 10.4" 1
2 5051 $ 32157 $155572 $ 89384 $ 1794 $ 615.1" 377.6" 186.4" 67.1" 2.7" 0.0" 256.8" 2
3 4467 $ 20991 $ 83464 $ 83626 $ 1729 $ 601.9" 366.7" 183.2" 64.7" 1.9" 0.0" 248.6" 3
4 4390 $ 24089 $ 74287 $ 46305 $ 1658 # 587.3" 357.2" 179.4" 59.3" 1.3" 0.0" 196.3" 4
5 6574 $ 29436 $ 86204 $ 23213 $ 1589 # 572.1" 346.0" 174.4" 55.2" 0.8" 0.0" 151.8" 5
6 8825 $ 51822 $ 99331 $ 14732 $ 1527 # 555.5" 339.3" 167.2" 50.8" 0.5" 0.0" 122.7" 6
7 8552 $ 66727 $ 90381 $ 11020 $ 1473 # 546.5" 331.4" 158.7" 47.5" 0.4" 0.0" 102.8" 7
8 7353 $ 96373 $ 63648 $ 8896 $ 1419 # 530.3" 320.6" 151.7" 44.0" 0.7" 0.0" 86.3" 8
9 6530 $107225 $ 41947 $ 7528 $ 1367 # 521.6" 308.9" 145.9" 42.1" 0.8" 0.0" 623.4" 9
10 6027 $111787 $ 28699 $ 6511 $ 1319 # 515.2" 301.4" 143.1" 39.2" 0.6" 0.0" 781.1" 10
11 10378 $132627 $ 21059 $ 5763 $ 1276 # 506.7" 294.0" 141.3" 35.7" 0.4" 0.0" 931.0" 11
12 10522 $153817 $ 16273 $ 5200 $ 1231 # 498.9" 289.0" 130.4" 32.6" 0.2" 0.0" 1079 # 12
13 6795 $175429 $ 13133 $ 4746 $ 1184 " 492.1" 282.9" 127.2" 30.7" 0.1" 0.0" 623.6" 13
14 6231 $187704 $ 11165 $ 4301 $ 1145 " 486.9" 277.1" 124.8" 29.0" 0.0" 0.0" 5002 $ 14
15 11953 $150152 $ 9669 $ 3948 $ 1105 " 483.6" 270.9" 119.8" 27.5" 0.0" 0.0" 10529 $ 15
16 44002 $ 81789 $ 8526 $ 3672 $ 1059 " 479.4" 267.1" 116.6" 25.6" 0.0" 0.0" 6746 $ 16
17 72944 $ 88572 $ 7879 $ 3445 $ 1014 " 476.3" 265.7" 112.9" 24.0" 0.0" 0.0" 4215 $ 17
18 67433 $123469 $ 8440 $ 3246 $ 967.8" 475.8" 261.0" 106.9" 21.9" 0.0" 0.0" 2971 $ 18
19 49591 $149003 $ 8017 $ 3073 $ 934.6" 481.7" 256.3" 101.2" 19.6" 0.0" 0.0" 2311 $ 19
20 39663 $173523 $ 7523 $ 2922 $ 902.6" 502.4" 248.4" 97.2" 17.2" 0.0" 0.0" 1851 $ 20
21 30873 $187959 $ 7389 $ 2788 $ 874.9" 522.6" 239.2" 93.6" 15.7" 0.0" 0.0" 1469 # 21
22 22204 $192899 $ 7028 $ 2667 $ 847.2" 522.2" 229.2" 90.9" 14.3" 0.0" 0.0" 1152 # 22
23 20913 $179779 $ 7198 $ 2551 $ 822.3" 508.2" 222.5" 85.8" 12.4" 0.0" 0.0" 931.6" 23
24 12373 $138650 $ 7000 $ 2440 $ 799.5" 490.5" 217.9" 80.0" 10.8" 0.0" 0.0" 769.5" 24
25 7745 $132405 $ 6443 $ 2339 $ 774.6" 469.8" 213.6" 77.4" 9.1" 0.0" 0.0" 643.2" 25
26 6142 $141668 $ 6433 $ 2242 $ 752.9" 453.1" 208.2" 75.3" 7.9" 0.0" 0.0" 601.3" 26
27 6781 $157513 $ 6461 $ 2153 $ 731.4" 437.8" 203.7" 74.1" 7.1" 0.0" 0.0" 3175 $ 27
28 7976 $177711 $ 5846 $ 2070 $ 710.7" 423.9" 200.2" 72.4" 6.5" 0.0" 0.0" 73848 $ 28
29 10303 $196252 $ 6020 $ 1995 $ 687.0" 413.8" 198.0" 70.6" 5.5" 0.0" 0.0"134007 $ 29
30 13826 $ 7642 $ 1924 $ 666.3" 402.3" 196.2" 69.2" 4.4" 0.0" 0.0"166824 $ 30
31 16936 $ 31287 $ 647.7" 193.7" 67.9" 0.0" 181346 $ 31
Mean 17415 $120724 $ 36627 $ 14156 $ 1125 $ 506.8" 273.3" 119.9" 29.8" 0.4" 0.0" 19471 $
Median 8825 $132627 $ 9669 $ 3810 $ 1059 $ 500.6" 267.1" 116.6" 26.5" 0.0" 0.0" 931.6$
Maximum 72944 $196252 $201475 $ 89384 $ 1860 $ 631.2" 389.7" 190.5" 67.1" 3.4" 0.0"181346 $
Minimum 4390 $20991 $ 5846 $ 1924 $ 647.7 $ 402.3 " 193.7 " 67.85" 4.40" 0.00" 0.00" 10.37$
Total 539852$ 3500994$ 1135439$ 424686$ 34871$ 15205" 8473" 3716" 894" 14" 0" 603606$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17125 $ " ... Relative Uncertainty +/-10%
Ann. Median 526.5 $ # ... Relative Uncertainty +/-15%
Annual Total 6267751$ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 201475 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 132809 $384777 & 26601 $ 5176 # 1165 " 554.7" 335.7" 162.8" 83.5" 20.1" 0.5" 0.0" 1
2 94701 $390020 & 29059 $ 4834 # 1121 " 545.4" 325.6" 156.8" 81.1" 18.1" 0.4" 0.0" 2
3 96532 $396543 & 75548 $ 4517 # 1090 " 532.8" 313.7" 152.1" 79.2" 17.1" 0.2" 0.0" 3
4 79453 $415887 &132627 $ 4187 # 1065 " 522.4" 306.8" 148.8" 77.4" 16.0" 0.0" 0.0" 4
5 70633 $458841 &163352 $ 3893 # 1029 " 512.6" 299.9" 147.7" 74.1" 15.1" 0.1" 0.0" 5
6 73547 $489443 &179176 $ 3652 # 999.7" 500.7" 293.6" 145.0" 71.2" 14.5" 0.8" 0.0" 6
7 51559 $500551 &155040 $ 3437 # 968.1" 484.7" 287.8" 144.0" 67.7" 13.6" 1.7" 0.0" 7
8 32111 $509820 & 94468 $ 3242 # 937.7" 472.0" 282.2" 143.4" 64.9" 13.2" 3.0" 0.0" 8
9 28741 $526903 & 58469 $ 3067 # 915.3" 465.7" 279.2" 142.0" 61.6" 12.3" 4.8" 0.0" 9
10 24874 $516660 & 41165 $ 2910 # 882.6" 460.5" 274.8" 139.9" 58.9" 11.9" 9.8" 0.0" 10
11 18177 $462722 & 32248 $ 2740 # 846.4" 452.9" 271.9" 137.5" 56.4" 11.7" 13.2" 0.0" 11
12 9469 $401122 & 29882 $ 2594 # 818.0" 446.2" 269.4" 135.5" 55.1" 11.0" 12.4" 0.0" 12
13 6850 $344821 & 28428 $ 2467 # 793.5" 443.6" 263.0" 134.1" 53.7" 9.5" 8.9" 0.0" 13
14 5618 $290672 $ 24681 $ 2346 " 770.6" 437.6" 255.1" 133.3" 53.1" 7.9" 5.5" 0.0" 14
15 5387 $230947 $ 21061 $ 2226 " 744.0" 421.6" 245.0" 131.3" 52.8" 7.1" 3.3" 0.0" 15
16 7965 $204682 $ 18157 $ 2130 " 724.4" 410.4" 238.2" 128.0" 50.3" 6.3" 1.6" 0.0" 16
17 10605 $199880 $ 15413 $ 2041 " 707.3" 409.1" 240.1" 125.3" 48.9" 5.7" 0.5" 0.0" 17
18 16286 $202574 $ 15075 $ 1955 " 694.5" 403.3" 238.7" 122.0" 48.6" 5.1" 0.1" 0.0" 18
19 14296 $206987 $ 13275 $ 1878 " 682.7" 391.7" 235.3" 119.3" 46.4" 3.9" 0.0" 0.0" 19
20 12438 $210734 $ 12113 $ 1796 " 663.7" 384.3" 233.3" 116.3" 45.0" 3.2" 0.0" 925.2" 20
21 13619 $202487 $ 11463 $ 1726 " 653.2" 382.4" 233.2" 113.0" 42.9" 2.8" 0.0" 1803 " 21
22 47187 $135709 $ 10851 $ 1665 " 647.5" 377.6" 232.1" 108.9" 40.1" 2.5" 0.0" 3595 # 22
23 81654 $ 83454 $ 9957 $ 1609 " 638.0" 370.3" 227.4" 105.2" 37.0" 2.3" 0.0" 4735 # 23
24 99489 $ 74640 $ 9206 $ 1547 " 626.1" 366.3" 217.4" 102.5" 34.9" 2.1" 0.0" 4763 # 24
25 127355 $ 65405 $ 8321 $ 1467 " 613.5" 365.2" 213.5" 100.1" 33.4" 1.6" 0.0" 3918 # 25
26 174657 $ 49465 $ 7761 $ 1399 " 599.0" 362.4" 210.4" 96.7" 29.8" 1.6" 0.0" 3097 # 26
27 211424 $ 37361 $ 6978 $ 1345 " 588.8" 357.0" 200.3" 92.2" 26.0" 1.6" 0.0" 2272 # 27
28 247256 $ 30944 $ 6406 $ 1299 " 580.6" 350.0" 188.9" 89.8" 24.3" 1.3" 0.0" 1705 " 28
29 303195 $ 6006 # 1256 " 569.8" 345.9" 179.7" 88.8" 23.3" 1.1" 0.0" 1329 " 29
30 344137 & 5860 # 1210 " 566.9" 341.0" 172.6" 86.8" 22.0" 0.9" 0.0" 1067 " 30
31 373902 & 5548 # 561.1" 167.7" 85.3" 0.6" 877.2" 31
Mean 90836 &286573 & 40458 $ 2520 # 782.7" 429.0" 249.4" 123.7" 51.4" 7.8" 2.2" 970.5#
Median 51559 &260809 & 18157 $ 2178 # 724.4" 416.0" 240.1" 128.0" 51.5" 6.3" 0.1" 0.0#
Maximum 373902 &526903 &179176 $ 5176 # 1165 " 554.7" 335.7" 162.8" 83.5" 20.1" 13.2" 4763 #
Minimum 5387 &30944 & 5548 $ 1210 # 561.1 " 341.0 " 167.7 " 85.32" 21.97" 0.62" 0.00" 0.00#
Total 2815926& 8024051& 1254196$ 75611# 24263" 12870" 7733" 3835" 1543" 242" 67" 30087#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33563 & " ... Relative Uncertainty +/-10%
Ann. Median 384.3 & # ... Relative Uncertainty +/-15%
Annual Total 12250422& $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 526903 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 730.3 "10421 $ 3411 # 1318 " 343.1 " 399.9 " 51.52" 27.69" 0.00" 0.00" 136.7 " 0.00" 1
2 606.3 "44471 $ 2725 # 1170 " 316.6 " 355.0 " 51.88" 24.27" 0.00" 0.00" 112.7 " 0.00" 2
3 520.1 "57202 $ 2518 # 1043 " 295.2 " 308.0 " 50.57" 21.34" 0.00" 0.00" 96.67" 0.00" 3
4 447.1 "31809 $ 3123 # 946.6 " 275.1 " 263.1 " 47.86" 18.69" 0.00" 0.00" 80.00" 1.38" 4
5 386.0 "20434 $ 3143 # 866.0 " 252.5 " 231.1 " 49.02" 15.39" 0.00" 0.00" 66.37" 247.4 " 5
6 338.2 "17490 $ 3651 # 788.0 " 234.9 " 205.6 " 93.22" 12.75" 0.00" 0.00" 56.73" 192.2 " 6
7 288.0 "13861 $ 5038 # 731.0 " 215.7 " 185.0 " 152.4 " 10.75" 0.00" 0.00" 48.00" 124.7 " 7
8 247.4 "11116 $ 4413 # 686.7 " 188.1 " 168.4 " 164.0 " 9.28" 0.00" 0.00" 39.56" 81.93" 8
9 270.3 "11569 $ 3603 # 642.0 " 173.3 " 153.6 " 138.5 " 7.67" 0.00" 0.00" 32.91" 55.26" 9
10 231.1 "13716 $ 2983 # 596.3 " 161.3 " 141.5 " 134.7 " 5.45" 0.00" 0.00" 26.20" 39.38" 10
11 199.9 "16569 $ 2516 # 548.9 " 150.1 " 130.5 " 143.8 " 4.34" 0.00" 0.00" 20.86" 47.40" 11
12 196.1 "17487 $ 2178 " 516.9 " 138.5 " 122.0 " 147.4 " 3.25" 0.00" 0.00" 15.03" 109.3 " 12
13 168.0 "13164 $ 1895 " 515.1 " 130.9 " 113.9 " 141.1 " 2.15" 0.00" 0.00" 10.15" 497.4 " 13
14 14857 $ 9990 $ 1665 " 499.3 " 122.1 " 108.1 " 123.7 " 1.26" 0.00" 0.00" 6.70" 484.0 " 14
15 78408 $10456 $ 1504 " 471.0 " 134.6 " 102.6 " 106.8 " 0.55" 0.00" 4746 $ 3.88" 361.5 " 15
16 87051 $20667 $ 1832 # 491.3 " 182.0 " 97.25" 93.12" 0.22" 0.00" 6087 $ 1.68" 284.1 " 16
17 59119 $26718 $ 5997 $ 2501 # 181.3 " 93.28" 83.37" 0.05" 0.00" 5677 $ 0.40" 445.3 " 17
18 24899 $20271 $15085 $ 2344 # 170.1 " 89.81" 77.19" 0.00" 0.00" 6046 $ 0.02" 913.9 " 18
19 14502 $12339 $13091 $ 1832 " 171.0 " 85.87" 72.60" 0.00" 0.00" 3614 # 0.00" 821.5 " 19
20 9846 $ 8506 $19633 $ 1458 " 160.4 " 81.27" 67.10" 0.00" 0.00" 2398 # 0.00" 686.6 " 20
21 7223 $ 6224 $13445 $ 1226 " 161.1 " 76.65" 62.54" 0.00" 0.00" 1672 " 0.00" 574.6 " 21
22 5811 # 4853 # 7864 $ 1030 " 163.9 " 72.61" 57.39" 0.00" 0.00" 1178 " 0.00" 498.2 " 22
23 5329 # 3959 # 5765 $ 874.5 " 153.6 " 69.01" 52.54" 0.00" 0.00" 859.6 " 0.00" 2943 $ 23
24 4605 # 3591 # 4605 # 729.3 " 147.1 " 66.64" 48.69" 0.00" 0.00" 647.8 " 0.00" 6360 $ 24
25 3863 # 4729 $ 3765 # 630.2 " 140.8 " 64.40" 45.51" 0.00" 0.00" 515.0 " 0.00" 4938 # 25
26 3398 # 9522 $ 3123 # 556.9 " 146.9 " 62.29" 43.17" 0.00" 0.00" 419.5 " 0.00" 4862 # 26
27 3121 # 5497 $ 2622 # 498.8 " 796.7 " 59.80" 41.17" 0.00" 0.00" 346.2 " 0.00" 4562 # 27
28 2786 # 4341 # 2256 " 448.9 " 757.0 " 57.43" 38.60" 0.00" 0.00" 291.6 " 0.00" 3357 # 28
29 2795 # 1944 " 409.5 " 626.5 " 54.84" 36.81" 0.00" 0.00" 242.1 " 0.00" 2409 # 29
30 6922 $ 1707 " 373.4 " 526.8 " 52.18" 33.88" 0.00" 0.00" 200.5 " 0.00" 1930 " 30
31 7161 $ 1493 " 459.1 " 30.20" 0.00" 166.9 " 1583 " 31
Mean 11172 $15392 $ 4793 $ 891.4 # 260.5 " 135.7 " 80.01" 5.33" 0.00" 1132 $ 25.15" 1271 $
Median 3121 $11954 $ 3123 $ 708.0 # 173.3 " 99.92" 62.54" 0.22" 0.00" 200.5 $ 2.78" 484.0 $
Maximum 87051 $57202 $19633 $ 2501 # 796.7 " 399.9 " 164.0 " 27.69" 0.00" 6087 $ 136.7 " 6360 $
Minimum 168.0 $3591 $1493 $ 373.4 # 122.1 " 52.18 " 30.20 " 0.000" 0.000" 0.000$ 0.000" 0.000$
Total 346323 $430970 $148592 $ 26743 # 8076 " 4072 " 2480 " 165.1" 0.0" 35107 $ 754.5" 39411 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2857 $ " ... Relative Uncertainty +/-10%
Ann. Median 168.0 $ # ... Relative Uncertainty +/-15%
Annual Total 1042693$ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 87051 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1303" 42129$ 255443$ 348095& 17092$ 4672# 2155" 956" 479" 308" 183" 2298# 1
2 1342" 35954$ 268031$ 229590$ 15903$ 4531# 2107" 932" 471" 301" 269" 1931" 2
3 1638" 31324$ 274303$ 121323$ 14847$ 4394# 2065" 904" 461" 294" 271" 1739" 3
4 1894" 40037$ 276416$ 83511$ 14006$ 4271# 2025" 883" 450" 284" 246" 1427" 4
5 8534$ 87255$ 276770$ 76270$ 13285$ 4152# 1977" 863" 443" 282" 500" 1209" 5
6 43124$ 101684$ 275609$ 121687$ 12622$ 4039# 1925" 841" 435" 277" 500" 3173$ 6
7 26458$ 82998$ 272489$ 184968$ 11963$ 3917# 1867" 821" 427" 272" 385" 7070$ 7
8 13926$ 71909$ 243415$ 234850$ 11347$ 3824# 1826" 802" 410" 267" 299" 4429# 8
9 17923$ 84537$ 205752$ 285248$ 10793$ 3724# 1776" 789" 390" 263" 245" 3162# 9
10 61160$ 116185$ 205364$ 324066& 10316$ 3594# 1717" 769" 381" 258" 211" 2391# 10
11 72151$ 127925$ 222561$ 384065& 9848$ 3478# 1659" 746" 381" 254" 187" 1797" 11
12 82786$ 121018$ 247967$ 426181& 9443$ 3354# 1609" 726" 376" 252" 172" 1404" 12
13 117787$ 104944$ 276452$ 417225& 9060$ 3249# 1569" 709" 372" 246" 168" 1278" 13
14 144695$ 134480$ 318050& 310012& 8682$ 3150# 1531" 698" 371" 243" 161" 1023" 14
15 170887$ 160245$ 380770& 160212$ 8343$ 3065# 1484" 690" 372" 241" 171" 847" 15
16 184158$ 179135$ 498712& 99433$ 8040$ 2941# 1448" 679" 378" 235" 196" 773" 16
17 193444$ 171795$ 680337& 73240$ 7739$ 2834# 1420" 659" 393" 224" 201" 726" 17
18 198589$ 120947$ 922155& 59995$ 7441$ 2767# 1390" 630" 388" 218" 212" 623" 18
19 200973$ 89321$ 1376901& 51098$ 7193$ 2708# 1355" 615" 380" 219" 199" 571" 19
20 203560$ 91176$ 1611923& 44487$ 6972$ 2649# 1304" 599" 372" 213" 181" 524" 20
21 208940$ 103185$ 1429723& 39100$ 6759$ 2592# 1255" 581" 363" 207" 1806# 504" 21
22 212814$ 131606$ 1108706& 35234$ 6584$ 2534# 1212" 568" 360" 207" 4419# 3337# 22
23 194741$ 156062$ 842118& 32106$ 6393$ 2488# 1175" 555" 355" 208" 5944$ 5461# 23
24 150127$ 178822$ 701542& 29432$ 6161# 2438" 1139" 544" 351" 203" 6953$ 4300# 24
25 119691$ 194743$ 600260& 27071$ 5938# 2383" 1108" 529" 345" 202" 6843$ 4072# 25
26 115633$ 202491$ 531063& 24981$ 5759# 2342" 1083" 517" 341" 197" 6040$ 4570# 26
27 112419$ 212397$ 492260& 23028$ 5562# 2302" 1058" 511" 335" 194" 4976# 3589# 27
28 93627$ 241075$ 465405& 21293$ 5359# 2254" 1044" 506" 329" 187" 4054# 2932# 28
29 59379$ 435552& 19774$ 5172# 2207" 1028" 501" 322" 181" 3303# 2370# 29
30 41413$ 417759& 18380$ 4998# 2177" 1004" 494" 315" 184" 2752# 1968" 30
31 39779$ 390651& 4831# 980" 487" 187" 14871$ 31
Mean 99835 $121978 $532402 &143532 & 8982 $ 3168 # 1493 " 680.8" 384.9" 235.8" 1735 $ 2786 $
Median 93627 $118566 $390651 & 79890 & 8040 $ 3003 # 1448 " 678.7" 377.2" 234.7" 270.2$ 1968 $
Maximum 212814$ 241075$ 1611923& 426181& 17092$ 4672# 2155" 956" 479" 308" 6953$ 14871$
Minimum 1303 $ 31324 $205364 & 18380 & 4831 $ 2177 # 980.1" 487.3" 315.4" 181.4" 160.8$ 504.1$
Total 3094895$ 3415374$16504456& 4305955& 278453$ 95029# 46296" 21104" 11548" 7308" 52048$ 86369$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 76490 & " ... Relative Uncertainty +/-10%
Ann. Median 2932 & # ... Relative Uncertainty +/-15%
Annual Total 27918835& $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1611923& 160.8 &
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 49354 $101799 $ 36870 $ 32622 $ 3068 ^ 945.4^ 537.4^ 344.7^ 239.5^ 150.9^ 115.5^ 107.1^ 1
2 29013 $114568 $ 48762 $ 29082 $ 3029 ^ 919.3^ 528.1^ 342.1^ 236.2^ 153.1^ 111.7^ 104.9^ 2
3 24824 $ 97793 $ 70069 $ 25301 $ 3084 ^ 901.4^ 517.7^ 338.2^ 235.2^ 152.7^ 109.1^ 122.0^ 3
4 27761 $ 62361 $ 97449 $ 22218 $ 2928 ^ 886.8^ 506.7^ 334.7^ 232.5^ 152.9^ 105.3^ 111.0^ 4
5 29298 $ 40519 $125661 $ 18608 $ 2769 ^ 860.3^ 496.2^ 331.0^ 231.3^ 151.1^ 101.7^ 100.8^ 5
6 29669 $ 27151 $138395 $ 15255 $ 2630 ^ 837.9^ 491.4^ 327.4^ 230.4^ 149.5^ 97.8^ 91.7^ 6
7 34446 $ 19009 $107447 $ 13180 $ 2480 ^ 819.6^ 485.4^ 323.0^ 227.2^ 152.1^ 94.8^ 85.5^ 7
8 26519 $ 15456 $ 53147 $ 11726 $ 2347 ^ 805.1^ 479.9^ 319.3^ 221.2^ 152.3^ 91.5^ 80.4^ 8
9 17272 $ 13834 $ 35468 $ 10516 $ 2228 ^ 790.7^ 469.5^ 318.1^ 217.3^ 153.0^ 89.0^ 75.6^ 9
10 16242 $ 13510 $ 48212 $ 9482 $ 2136 ^ 779.2^ 464.9^ 314.3^ 212.0^ 149.4^ 88.1^ 76.4^ 10
11 15206 $ 12714 $ 59780 $ 8615 $ 2062 ^ 771.2^ 460.8^ 307.6^ 208.0^ 143.6^ 96.7^ 79.1^ 11
12 11844 $ 10884 $ 53525 $ 7884 $ 1997 ^ 759.0^ 459.2^ 301.2^ 204.8^ 138.8^ 111.9^ 115.4^ 12
13 8843 $ 8705 $ 42242 $ 7288 $ 1926 ^ 755.7^ 455.1^ 295.7^ 200.3^ 136.0^ 112.4^ 318.8^ 13
14 7444 $ 7071 $ 34611 $ 6735 $ 1854 ^ 743.9^ 446.1^ 293.2^ 194.6^ 131.9^ 110.5^ 243.3^ 14
15 5947 $ 5893 $ 50018 $ 6244 & 1761 ^ 739.6^ 438.0^ 290.0^ 191.1^ 128.2^ 108.2^ 180.8^ 15
16 4937 # 4942 # 74991 $ 5769 & 1692 ^ 717.8^ 433.6^ 287.5^ 189.9^ 125.3^ 103.6^ 146.7^ 16
17 4492 # 4205 #112583 $ 5341 & 1612 ^ 700.3^ 430.2^ 282.2^ 187.9^ 124.0^ 98.3^ 129.1^ 17
18 5082 # 3610 #147919 $ 4963 & 1556 ^ 688.6^ 425.6^ 278.4^ 184.9^ 121.3^ 92.8^ 115.9^ 18
19 4925 # 3290 #176589 $ 4632 & 1497 ^ 672.8^ 417.3^ 274.7^ 182.7^ 120.1^ 100.2^ 127.8^ 19
20 4805 # 2988 #203856 $ 4353 & 1445 ^ 649.9^ 409.8^ 270.4^ 180.6^ 116.9^ 106.9^ 2592 ^ 20
21 5584 # 2493 #224883 $ 4133 & 1393 ^ 641.3^ 405.5^ 269.7^ 178.8^ 112.8^ 103.5^ 8023 $ 21
22 4991 # 2222 "247787 $ 3912 & 1339 ^ 631.0^ 397.9^ 266.6^ 175.8^ 110.6^ 105.8^ 5725 & 22
23 6062 $ 2062 "257098 $ 3707 & 1285 ^ 613.0^ 389.5^ 264.7^ 172.0^ 107.3^ 142.2^ 33744 $ 23
24 7074 $ 2050 "239398 $ 3515 & 1227 ^ 595.5^ 384.1^ 262.2^ 168.6^ 105.6^ 172.2^ 43498 $ 24
25 10839 $ 2092 "153992 $ 3339 ^ 1179 ^ 583.1^ 378.8^ 259.4^ 166.6^ 116.2^ 175.2^ 33853 $ 25
26 16021 $ 2593 # 95665 $ 3171 ^ 1136 ^ 570.3^ 372.8^ 258.2^ 162.7^ 110.2^ 163.2^ 21940 $ 26
27 16708 $ 6505 $113425 $ 3022 ^ 1097 ^ 562.4^ 364.3^ 254.2^ 162.0^ 108.0^ 149.3^ 13547 $ 27
28 41429 $ 15791 $124082 $ 2934 ^ 1058 ^ 557.1^ 356.3^ 252.5^ 159.8^ 110.0^ 136.0^ 8941 $ 28
29 65323 $ 22208 $ 89179 $ 2996 ^ 1036 ^ 551.4^ 352.4^ 249.7^ 154.7^ 124.6^ 123.3^ 6672 & 29
30 88318 $ 53929 $ 3028 ^ 1008 ^ 547.3^ 348.1^ 247.5^ 153.2^ 123.0^ 113.8^ 4559 & 30
31 100180 $ 38699 $ 971.3^ 345.8^ 243.8^ 117.7^ 3827 & 31
Mean 23240 $ 21666 $108249 $ 9452 ^ 1833 ^ 719.9^ 433.8^ 290.4^ 195.4^ 130.6^ 114.3^ 6108 ^
Median 16021 $ 8705 $95665 $ 6007 ^ 1692 ^ 728.7 ^ 433.6 ^ 287.5 ^ 190.5 ^ 125.3 ^ 107.6 ^ 146.7 ^
Maximum 100180 $114568 $257098 $ 32622 ^ 3084 ^ 945.4^ 537.4^ 344.7^ 239.5^ 153.1^ 175.2^ 43498 ^
Minimum 4492 $ 2050 $34611 $ 2934 ^ 971.3 ^ 547.3 ^ 345.8 ^ 243.8 ^ 153.2 ^ 105.6 ^ 88.07^ 75.63^
Total 720452$ 628318$ 3355730$ 283571^ 56831^ 21597^ 13448^ 9002^ 5862^ 4049^ 3430^ 189334^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14458 ^ " ... Relative Uncertainty +/-10%
Ann. Median 661.3 ^ # ... Relative Uncertainty +/-15%
Annual Total 5291626^ $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum ^ ... Relative Uncertainty +/-50%
Daily 257098 ^ 75.63 ^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4314 & 2934 ^ 8001 $ 2826 ^ 433.0^ 490.3^ 221.0^ 44.2^ 14.5^ 0.3^ 0.0^ 3319 ^ 1
2 3594 ^ 2403 ^ 6983 $ 2502 ^ 408.8^ 405.2^ 233.6^ 43.6^ 13.8^ 0.2^ 0.0^ 2116 ^ 2
3 2828 ^ 2027 ^ 5661 & 2334 ^ 387.3^ 347.3^ 186.1^ 42.4^ 13.4^ 0.1^ 0.0^ 1456 ^ 3
4 2356 ^ 1775 ^ 4386 & 2062 ^ 368.4^ 310.6^ 146.9^ 40.9^ 12.8^ 0.1^ 0.0^ 1052 ^ 4
5 2056 ^ 1605 ^ 3562 ^ 1849 ^ 349.0^ 286.5^ 119.7^ 40.1^ 12.2^ 0.0^ 0.0^ 783.2^ 5
6 1956 ^ 1467 ^ 3090 ^ 1718 ^ 331.4^ 285.1^ 104.6^ 39.5^ 11.6^ 0.0^ 0.0^ 622.6^ 6
7 1802 ^ 1399 ^ 8815 ^ 2645 ^ 316.4^ 281.2^ 96.9^ 38.1^ 11.0^ 0.0^ 0.0^ 643.6^ 7
8 1736 ^ 1372 ^ 35969 $ 3972 ^ 292.1^ 262.3^ 99.7^ 37.0^ 10.6^ 0.0^ 0.0^ 1050 ^ 8
9 1473 ^ 1322 ^ 28376 $ 5454 & 275.3^ 243.4^ 123.5^ 36.3^ 10.1^ 0.0^ 0.0^ 1120 ^ 9
10 1217 ^ 1319 ^ 21922 $ 4225 & 256.9^ 223.7^ 134.1^ 35.4^ 9.2^ 0.0^ 0.0^ 2961 ^ 10
11 1021 ^ 1212 ^ 27907 $ 3085 ^ 246.2^ 207.1^ 127.7^ 34.5^ 8.5^ 0.0^ 0.0^ 3803 & 11
12 896.9^ 1673 ^ 47707 $ 2477 ^ 236.8^ 187.7^ 119.4^ 33.6^ 7.8^ 0.0^ 0.0^ 3482 ^ 12
13 825.7^ 1617 ^ 73834 $ 2087 ^ 222.7^ 173.6^ 111.0^ 33.2^ 7.0^ 0.0^ 0.0^ 3317 ^ 13
14 798.7^ 1610 ^121041 $ 1771 ^ 207.5^ 164.3^ 104.3^ 32.9^ 6.4^ 0.0^ 0.0^ 2513 ^ 14
15 728.4^ 1574 ^146234 $ 1532 ^ 222.1^ 156.1^ 98.4^ 32.1^ 5.8^ 0.0^ 0.0^ 1911 ^ 15
16 671.6^ 1417 ^149525 $ 1356 ^ 275.8^ 149.5^ 92.7^ 31.0^ 5.3^ 0.0^ 0.0^ 1534 ^ 16
17 631.8^ 1851 ^110133 $ 1217 ^ 249.2^ 144.9^ 87.7^ 29.8^ 4.8^ 0.0^ 0.0^ 2020 ^ 17
18 718.3^ 1677 ^ 60512 $ 1106 ^ 235.9^ 138.0^ 82.9^ 28.8^ 4.1^ 0.0^ 0.0^ 2145 ^ 18
19 3005 ^ 23634 ^ 42025 $ 1007 ^ 226.0^ 130.1^ 77.6^ 27.1^ 3.7^ 0.0^ 0.0^ 2319 ^ 19
20 4406 & 52425 $ 27131 $ 929.4^ 251.3^ 124.0^ 71.9^ 26.0^ 3.3^ 0.0^ 0.0^ 2357 ^ 20
21 6422 & 36942 $ 17387 $ 858.9^ 265.3^ 117.3^ 68.8^ 24.4^ 2.9^ 0.0^ 0.0^ 1878 ^ 21
22 32916 $ 28472 $ 12410 $ 791.1^ 304.4^ 113.7^ 65.5^ 22.5^ 2.6^ 0.0^ 0.0^ 1502 ^ 22
23 64965 $ 23228 $ 9682 $ 731.7^ 267.3^ 110.8^ 62.1^ 21.2^ 2.2^ 0.0^ 0.0^ 1308 ^ 23
24 39663 $ 18490 $ 7862 $ 670.0^ 218.6^ 106.9^ 58.4^ 20.2^ 2.0^ 0.0^ 0.0^ 1050 ^ 24
25 20249 $ 14167 $ 6679 $ 618.5^ 198.8^ 104.3^ 54.5^ 19.4^ 1.7^ 0.0^ 0.0^ 1582 ^ 25
26 13466 $ 11022 $ 5710 & 575.2^ 201.8^ 104.3^ 51.9^ 18.3^ 1.4^ 0.0^ 0.0^ 2041 ^ 26
27 12158 $ 8752 $ 4786 & 539.0^ 444.7^ 178.2^ 49.8^ 17.4^ 1.1^ 0.0^ 0.0^ 18312 $ 27
28 8881 $ 8274 $ 4166 & 508.8^ 555.7^ 238.4^ 48.4^ 16.9^ 0.9^ 0.0^ 0.0^ 29025 $ 28
29 6403 & 3695 & 483.2^ 777.6^ 233.9^ 47.3^ 16.4^ 0.6^ 0.0^ 2027 ^ 17538 $ 29
30 4723 & 3380 ^ 459.8^ 710.6^ 187.2^ 46.4^ 15.5^ 0.5^ 0.0^ 5808 & 8870 $ 30
31 3671 ^ 3160 ^ 589.4^ 45.0^ 15.0^ 0.0^ 5401 & 31
Mean 8082 ^ 9131 ^32636 ^ 1746 ^ 333.1 ^ 206.9 ^ 97.99^ 29.48^ 6.39^ 0.02^ 261.2 ^ 4162 ^
Median 2828 ^1813 ^9682 ^1444 ^ 275.3 ^ 182.7 ^ 92.65 ^ 31.00 ^ 5.560^ 0.000^ 0.000^2041 ^
Maximum 64965 ^ 52425 ^149525 ^ 5454 ^ 777.6^ 490.3^ 233.6^ 44.2^ 14.5^ 0.3^ 5808 ^ 29025 ^
Minimum 631.8 ^1212 ^3090 ^ 459.8 ^ 198.8 ^ 104.3 ^ 45.04 ^ 14.96 ^ 0.477^ 0.000^ 0.000^ 622.6 ^
Total 250553^ 255660^ 1011730^ 52392^ 10327^ 6206^ 3038^ 914^ 192^ 1^ 7835^ 129029^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4734 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 246.2 ^ & ... Relative Uncertainty +/-30%
Annual Total 1727875^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 149525 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3633 ^167518 $ 24587 $ 3081 ^ 1211 ^ 432.9^ 235.9^ 178.1^ 96.2^ 30.4^ 0.4^ 0.0^ 1
2 2632 ^193428 $ 27904 $ 2862 ^ 1074 ^ 423.0^ 234.5^ 174.5^ 94.5^ 27.2^ 0.4^ 0.0^ 2
3 2023 ^205174 $ 29458 $ 2675 ^ 1004 ^ 411.6^ 233.1^ 170.9^ 89.1^ 25.2^ 0.2^ 0.0^ 3
4 1527 ^176885 $ 26123 $ 2491 ^ 974.0^ 401.4^ 229.6^ 166.4^ 83.8^ 24.0^ 0.1^ 0.0^ 4
5 1210 ^103569 $ 21205 $ 2320 ^ 941.6^ 391.3^ 224.8^ 160.4^ 82.5^ 22.3^ 0.1^ 0.0^ 5
6 1306 ^104520 $ 17677 $ 2220 ^ 915.1^ 382.1^ 220.3^ 154.5^ 81.1^ 20.5^ 0.0^ 0.0^ 6
7 1565 ^130886 $ 14334 $ 2395 ^ 887.6^ 372.8^ 220.1^ 150.9^ 80.2^ 18.8^ 0.0^ 0.0^ 7
8 1344 ^164968 $ 12291 $ 2589 ^ 851.9^ 361.2^ 220.3^ 149.0^ 78.2^ 17.3^ 0.0^ 0.0^ 8
9 1076 ^197484 $ 11735 $ 2675 ^ 817.9^ 351.9^ 217.7^ 147.3^ 77.6^ 16.2^ 0.0^ 0.0^ 9
10 869.9^242643 $ 13659 $ 3406 ^ 788.4^ 342.8^ 215.2^ 142.8^ 76.6^ 15.1^ 0.0^ 0.0^ 10
11 728.6^277380 $ 14954 $ 3078 ^ 765.7^ 335.6^ 213.1^ 138.3^ 74.0^ 13.7^ 0.0^ 0.0^ 11
12 607.0^300683 $ 23779 $ 3475 ^ 749.5^ 329.6^ 217.5^ 132.9^ 68.4^ 12.2^ 0.0^ 0.0^ 12
13 509.6^301161 $ 26748 $ 4152 & 733.8^ 322.2^ 248.3^ 130.8^ 64.4^ 11.5^ 0.0^ 0.0^ 13
14 452.5^290083 $ 22746 $ 3953 & 741.5^ 314.3^ 245.2^ 128.2^ 62.2^ 11.3^ 0.0^ 0.0^ 14
15 423.6^291813 $ 18217 $ 3892 & 707.2^ 306.0^ 240.6^ 125.4^ 60.0^ 10.6^ 0.0^ 0.0^ 15
16 385.6^301703 $ 14854 $ 3759 & 678.3^ 299.7^ 233.5^ 123.1^ 57.7^ 10.0^ 0.0^ 4383 ^ 16
17 349.9^317423 $ 12784 $ 3461 ^ 659.7^ 294.6^ 226.5^ 121.7^ 55.2^ 9.4^ 0.0^ 6457 & 17
18 339.2^333106 & 10933 $ 3067 ^ 643.6^ 288.4^ 221.7^ 120.3^ 53.5^ 8.8^ 0.0^ 3904 ^ 18
19 323.4^326673 $ 9382 $ 2773 ^ 627.7^ 283.3^ 218.3^ 119.8^ 51.5^ 8.4^ 0.0^ 2574 ^ 19
20 51674 ^288414 $ 8285 $ 2556 ^ 611.3^ 278.8^ 215.4^ 120.6^ 49.3^ 7.9^ 0.0^ 5812 ^ 20
21 132257 $238589 $ 7425 $ 2335 ^ 594.9^ 274.9^ 212.5^ 121.1^ 46.9^ 8.0^ 0.0^ 6721 & 21
22 168225 $180536 $ 6724 $ 2108 ^ 576.2^ 272.3^ 210.1^ 121.1^ 45.9^ 6.9^ 0.0^ 6047 & 22
23 201265 $109850 $ 6180 & 1888 ^ 559.4^ 269.8^ 207.4^ 119.5^ 44.2^ 5.6^ 0.0^ 19718 $ 23
24 227572 $ 67207 $ 5688 & 1710 ^ 539.7^ 264.6^ 204.0^ 117.2^ 41.7^ 4.0^ 0.0^ 11800 $ 24
25 215671 $ 47287 $ 5077 & 1561 ^ 527.0^ 258.1^ 199.4^ 115.0^ 39.8^ 3.5^ 0.1^ 13574 $ 25
26 124605 $ 36341 $ 4681 & 1442 ^ 513.5^ 257.1^ 195.8^ 110.8^ 38.4^ 3.1^ 0.0^ 23104 $ 26
27 95176 $ 29852 $ 4320 & 1351 ^ 499.9^ 254.6^ 192.5^ 107.3^ 37.0^ 2.7^ 0.0^ 26052 $ 27
28 75978 $ 25700 $ 3983 & 1269 ^ 485.4^ 250.7^ 189.9^ 105.0^ 35.6^ 2.4^ 0.0^ 25759 $ 28
29 73496 $ 3716 & 1196 ^ 471.2^ 244.8^ 187.5^ 102.4^ 34.3^ 2.3^ 0.0^ 18820 $ 29
30 95662 $ 3503 ^ 1164 ^ 459.5^ 240.0^ 184.1^ 100.1^ 32.8^ 1.9^ 0.0^ 10189 $ 30
31 134042 $ 3293 ^ 448.4^ 180.9^ 98.6^ 1.4^ 6464 & 31
Mean 52159 ^194674 & 13427 ^ 2563 ^ 711.6^ 317.0^ 216.0^ 131.4^ 61.1^ 11.7^ 0.0^ 6174 ^
Median 1565 ^195456 & 12291 ^ 2572 ^ 678.3^ 302.8^ 217.7^ 123.1^ 58.9^ 10.0^ 0.0^ 2574 ^
Maximum 227572 ^333106 & 29458 ^ 4152 ^ 1211 ^ 432.9^ 248.3^ 178.1^ 96.2^ 30.4^ 0.4^ 26052 ^
Minimum 323.4 ^25700 & 3293 ^ 1164 ^ 448.4 ^ 240.0 ^ 180.9 ^ 98.64^ 32.80^ 1.45^ 0.00^ 0.00^
Total 1616925^ 5450876& 416245^ 76903^ 22059^ 9510^ 6696^ 4074^ 1833^ 362^ 1^ 191379^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21361 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 299.7 ^ & ... Relative Uncertainty +/-30%
Annual Total 7796865^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 333106 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4440 & 94558 $ 5166 & 2859 ^ 576.0^ 139.6^ 52.5^ 25.1^ 4.9^ 0.0^ 0.0^ 0.0^ 1
2 3240 ^124761 $ 5672 & 2692 ^ 528.7^ 132.5^ 51.3^ 24.5^ 4.7^ 0.0^ 0.0^ 0.0^ 2
3 2450 ^127288 $ 4875 & 2554 ^ 485.1^ 132.2^ 50.7^ 24.3^ 4.3^ 0.0^ 0.0^ 0.0^ 3
4 1998 ^120840 $ 5615 & 2416 ^ 443.0^ 129.8^ 48.9^ 23.5^ 3.9^ 0.0^ 0.0^ 0.0^ 4
5 2196 ^104580 $ 8260 & 2290 ^ 403.4^ 120.1^ 47.8^ 22.5^ 3.5^ 0.0^ 0.0^ 0.0^ 5
6 1987 ^ 83753 $ 20816 $ 2184 ^ 367.4^ 111.4^ 46.3^ 21.4^ 3.1^ 0.0^ 0.0^ 0.0^ 6
7 27412 ^ 57371 $ 23402 $ 2100 ^ 341.6^ 105.7^ 45.3^ 20.7^ 2.7^ 0.0^ 0.0^ 0.0^ 7
8 165370 $ 35383 $ 20478 $ 1998 ^ 319.8^ 102.0^ 45.8^ 19.7^ 2.3^ 0.0^ 0.0^ 0.0^ 8
9 218808 $ 24666 $ 24386 $ 1892 ^ 296.5^ 98.4^ 45.9^ 19.4^ 2.0^ 0.0^ 0.0^ 0.0^ 9
10 238354 $ 18198 $ 23571 $ 1781 ^ 282.1^ 93.4^ 46.5^ 18.9^ 1.7^ 0.0^ 0.0^ 0.0^ 10
11 243542 $ 14261 $ 26156 $ 1676 ^ 260.8^ 91.3^ 45.8^ 18.1^ 1.4^ 0.0^ 0.0^ 0.0^ 11
12 198092 $ 12367 $ 31719 $ 1587 ^ 245.3^ 89.9^ 44.1^ 16.5^ 1.3^ 0.0^ 0.0^ 1692 ^ 12
13 97426 $ 10579 $ 76021 $ 1503 ^ 236.9^ 88.8^ 42.2^ 15.4^ 1.1^ 0.0^ 0.0^ 2465 ^ 13
14 58137 $ 9203 $ 97850 $ 1422 ^ 226.5^ 87.2^ 40.8^ 14.7^ 1.0^ 0.0^ 0.0^ 1973 ^ 14
15 36442 $ 8117 $ 52283 $ 1345 ^ 211.3^ 84.7^ 37.9^ 14.1^ 0.9^ 0.0^ 0.0^ 2109 ^ 15
16 25551 $ 7192 $ 23934 $ 1273 ^ 200.0^ 82.9^ 36.5^ 13.1^ 0.7^ 0.0^ 0.0^ 2961 ^ 16
17 22117 $ 6588 & 15400 & 1197 ^ 193.9^ 81.1^ 35.3^ 12.8^ 0.5^ 0.0^ 0.0^ 2819 ^ 17
18 18825 $ 5924 & 12542 & 1127 ^ 186.5^ 79.7^ 34.3^ 12.3^ 0.4^ 0.0^ 0.0^ 3047 ^ 18
19 15722 $ 5337 & 10732 & 1062 ^ 185.2^ 77.8^ 33.3^ 11.5^ 0.2^ 0.0^ 0.0^ 2261 ^ 19
20 17602 $ 4884 & 9314 & 1012 ^ 183.3^ 75.0^ 32.6^ 10.8^ 0.1^ 0.0^ 0.0^ 6502 ^ 20
21 45918 $ 4582 & 8171 & 946.8^ 175.3^ 72.3^ 31.8^ 9.8^ 0.1^ 0.0^ 0.0^ 8980 $ 21
22 85366 $ 4285 & 7272 & 892.2^ 167.9^ 69.8^ 31.5^ 9.2^ 0.0^ 0.0^ 0.0^ 7552 $ 22
23 101928 $ 4518 & 6595 & 841.9^ 166.5^ 67.9^ 31.0^ 9.0^ 0.0^ 0.0^ 0.0^ 8870 $ 23
24 64611 $ 3799 & 6254 & 824.7^ 163.7^ 65.7^ 30.5^ 8.7^ 0.0^ 0.0^ 0.0^ 14041 $ 24
25 42329 $ 3471 ^ 5631 & 777.0^ 162.6^ 62.8^ 30.1^ 7.8^ 0.0^ 0.0^ 0.0^ 38050 $ 25
26 33860 $ 3612 & 5042 & 713.0^ 157.1^ 59.5^ 29.5^ 7.0^ 0.0^ 0.0^ 0.0^ 22394 $ 26
27 24322 $ 6143 & 4586 & 656.3^ 152.6^ 57.1^ 28.7^ 6.5^ 0.0^ 0.0^ 0.0^ 30341 $ 27
28 18624 $ 5081 & 4130 & 609.7^ 146.4^ 55.6^ 27.8^ 6.3^ 0.0^ 0.0^ 0.0^ 34909 $ 28
29 21067 $ 3735 & 588.3^ 145.5^ 55.0^ 26.8^ 5.7^ 0.0^ 0.0^ 0.0^ 26507 $ 29
30 33527 $ 3359 ^ 609.2^ 144.8^ 54.1^ 26.0^ 5.4^ 0.0^ 0.0^ 0.0^ 18267 $ 30
31 52611 $ 3052 ^ 143.2^ 25.2^ 5.1^ 0.0^ 11860 $ 31
Mean 62060 ^32548 ^17936 ^ 1448 ^ 254.8 ^ 87.45^ 38.15^ 14.19^ 1.37^ 0.00^ 0.00^ 7987 ^
Median 33527 ^ 8660 ^ 8260 ^ 1309 ^ 200.0 ^ 83.76^ 36.49^ 13.13^ 0.77^ 0.00^ 0.00^ 2465 ^
Maximum 243542 ^127288 ^ 97850 ^ 2859 ^ 576.0^ 139.6^ 52.5^ 25.1^ 4.9^ 0.0^ 0.0^ 38050 ^
Minimum 1987 ^3471 ^3052 ^ 588.3 ^ 143.2 ^ 54.06 ^ 25.18 ^ 5.113^ 0.000^ 0.000^ 0.000^ 0.000^
Total 1923875^ 911342^ 556019^ 43430^ 7899^ 2623^ 1183^ 440^ 41^ 0^ 0^ 247598^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10122 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 89.93 ^ & ... Relative Uncertainty +/-30%
Annual Total 3694450^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 243542 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7808 $106021 $ 8174 $ 4613 & 437.6^ 397.0^ 65.4^ 3.9^ 0.0^ 0.0^ 0.0^ 0.0^ 1
2 6026 & 91800 $ 11154 $ 3681 ^ 414.5^ 381.9^ 59.3^ 3.6^ 0.0^ 0.0^ 0.0^ 0.0^ 2
3 4715 & 56730 $ 14291 $ 3078 ^ 395.9^ 356.1^ 51.7^ 3.5^ 0.0^ 0.0^ 0.0^ 0.0^ 3
4 3775 & 35973 $ 11355 $ 2612 ^ 370.8^ 341.0^ 44.8^ 3.0^ 0.0^ 0.0^ 0.0^ 0.0^ 4
5 3123 ^ 23722 $ 8334 $ 2238 ^ 344.6^ 328.1^ 41.1^ 2.9^ 0.0^ 0.0^ 0.0^ 0.0^ 5
6 2575 ^ 16491 $ 6608 & 2023 ^ 339.6^ 315.7^ 37.5^ 2.7^ 0.0^ 0.0^ 0.0^ 0.0^ 6
7 2128 ^ 12963 $ 12009 $ 1818 ^ 448.5^ 300.9^ 33.7^ 2.6^ 0.0^ 0.0^ 0.0^ 0.0^ 7
8 1875 ^ 11831 $ 12777 $ 1666 ^ 1114 ^ 285.3^ 30.1^ 2.3^ 0.0^ 0.0^ 0.0^ 0.0^ 8
9 2254 ^ 13333 $ 9737 $ 1520 ^ 3024 ^ 263.8^ 26.6^ 2.2^ 0.0^ 0.0^ 0.0^ 0.0^ 9
10 2766 ^ 13956 $ 11798 $ 1420 ^ 8009 & 242.8^ 23.7^ 1.9^ 0.0^ 0.0^ 0.0^ 0.0^ 10
11 2043 ^ 13468 $ 15767 $ 1350 ^ 8885 & 228.1^ 21.4^ 1.7^ 0.0^ 0.0^ 0.0^ 0.0^ 11
12 2216 ^ 13355 $ 12231 $ 1289 ^ 4307 ^ 216.6^ 19.2^ 1.3^ 0.0^ 0.0^ 0.0^ 0.0^ 12
13 2441 ^ 10159 $ 10887 $ 1196 ^ 2147 ^ 208.1^ 17.4^ 1.1^ 0.0^ 0.0^ 0.0^ 0.0^ 13
14 1540 ^ 7869 $ 8542 $ 1137 ^ 1485 ^ 196.5^ 15.8^ 0.8^ 0.0^ 0.0^ 0.0^ 0.0^ 14
15 1243 ^ 6335 & 6540 & 1085 ^ 1134 ^ 188.6^ 13.3^ 0.6^ 0.0^ 0.0^ 0.0^ 0.0^ 15
16 1044 ^ 5153 & 6667 & 1034 ^ 929.2^ 172.3^ 11.8^ 0.4^ 0.0^ 0.0^ 0.0^ 0.0^ 16
17 846.7^ 4305 & 23332 $ 988.3^ 800.5^ 158.4^ 10.4^ 0.3^ 0.0^ 0.0^ 0.0^ 0.0^ 17
18 1303 ^ 3551 ^ 30089 $ 965.1^ 719.3^ 147.4^ 9.2^ 0.3^ 0.0^ 0.0^ 0.0^ 0.0^ 18
19 10290 ^ 2993 ^ 24761 $ 916.5^ 670.3^ 137.9^ 8.3^ 0.3^ 0.0^ 0.0^ 0.0^ 0.0^ 19
20 29020 $ 2622 ^ 20606 $ 883.0^ 623.1^ 129.5^ 7.1^ 0.2^ 0.0^ 0.0^ 0.0^ 0.0^ 20
21 23360 $ 2632 ^ 19234 $ 847.5^ 568.2^ 118.8^ 6.7^ 0.1^ 0.0^ 0.0^ 0.0^ 335.8^ 21
22 20153 $ 5235 ^ 13577 $ 801.2^ 544.3^ 109.2^ 5.9^ 0.0^ 0.0^ 0.0^ 0.0^ 1963 ^ 22
23 23457 $ 5513 & 10793 $ 747.4^ 540.1^ 106.6^ 6.1^ 0.0^ 0.0^ 0.0^ 0.0^ 12939 & 23
24 16346 $ 5338 & 11208 $ 699.2^ 628.9^ 102.2^ 6.3^ 0.0^ 0.0^ 0.0^ 0.0^109283 $ 24
25 46275 $ 5552 & 12317 $ 646.9^ 534.9^ 93.9^ 6.1^ 0.0^ 0.0^ 0.0^ 0.0^176607 $ 25
26 48028 $ 6493 & 16819 $ 612.5^ 477.0^ 90.5^ 5.8^ 0.0^ 0.0^ 0.0^ 0.0^214648 $ 26
27 46387 $ 6378 & 18176 $ 579.2^ 444.4^ 85.5^ 5.2^ 0.0^ 0.0^ 0.0^ 0.0^272029 $ 27
28 75397 $ 7401 $ 14731 $ 544.5^ 441.3^ 81.7^ 5.1^ 0.0^ 0.0^ 0.0^ 0.0^371828 & 28
29 86910 $ 8335 $ 11047 $ 511.6^ 434.6^ 76.6^ 4.5^ 0.0^ 0.0^ 0.0^ 0.0^448173 & 29
30 85388 $ 7988 $ 472.8^ 419.8^ 70.2^ 4.3^ 0.0^ 0.0^ 0.0^ 0.0^437399 & 30
31 93795 $ 6025 & 405.5^ 4.2^ 0.0^ 0.0^ 376115 & 31
Mean 21114 ^17431 ^13147 & 1399 ^ 1356 ^ 197.7 ^ 19.62^ 1.15^ 0.00^ 0.00^ 0.00^78107 ^
Median 4715 ^ 7869 ^11798 & 1060 ^ 544.3 ^ 180.5 ^ 11.80^ 0.38^ 0.00^ 0.00^ 0.00^ 0.00^
Maximum 93795 ^106021 ^ 30089 & 4613 ^ 8885 ^ 397.0^ 65.4^ 3.9^ 0.0^ 0.0^ 0.0^448173 ^
Minimum 846.7 ^2622 ^6025 & 472.8 ^ 339.6 ^ 70.24 ^ 4.202^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^
Total 654530^ 505507^ 407572& 41977^ 42037^ 5931^ 608^ 36^ 0^ 0^ 0^ 2421320^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11146 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 124.2 ^ & ... Relative Uncertainty +/-30%
Annual Total 4079518^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 448173 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 300996 $347595 & 83374 $ 71229 $ 4533 & 1739 ^ 1036 ^ 722.0^ 511.4^ 377.2^ 270.9^ 180.6^ 1
2 180254 $344891 & 89557 $ 50555 $ 4374 & 1685 ^ 1031 ^ 710.7^ 508.0^ 372.8^ 269.7^ 175.8^ 2
3 76786 $319396 $ 83650 $ 37972 $ 4192 & 1645 ^ 1017 ^ 699.9^ 505.7^ 369.5^ 272.1^ 170.5^ 3
4 36639 $284119 $ 62945 $ 29858 $ 4018 & 1606 ^ 1009 ^ 689.7^ 499.9^ 363.5^ 278.0^ 164.8^ 4
5 35648 $263662 $ 48867 $ 24123 $ 3913 & 1569 ^ 1001 ^ 685.7^ 494.3^ 360.4^ 279.8^ 650.5^ 5
6 49128 $267322 $ 38320 $ 20191 $ 3923 & 1533 ^ 985.0^ 679.9^ 492.0^ 357.5^ 275.0^ 1100 ^ 6
7 90166 $266288 $ 32682 $ 17311 $ 3953 & 1496 ^ 961.3^ 674.1^ 491.9^ 352.6^ 270.0^ 1007 ^ 7
8 142591 $271775 $ 28901 $ 15044 $ 3827 & 1456 ^ 956.3^ 671.9^ 480.6^ 346.7^ 263.0^ 8652 ^ 8
9 173374 $276487 $ 27677 $ 13489 $ 3659 & 1418 ^ 946.2^ 668.2^ 464.3^ 343.0^ 256.7^ 10558 $ 9
10 190717 $285996 $104322 $ 12326 $ 3506 & 1386 ^ 933.3^ 663.5^ 458.8^ 341.0^ 254.3^ 7947 & 10
11 200409 $301331 $175137 $ 11356 $ 3371 ^ 1353 ^ 930.5^ 659.1^ 456.1^ 335.2^ 252.1^ 4953 & 11
12 197623 $318977 $212426 $ 10591 $ 3217 ^ 1321 ^ 925.1^ 653.5^ 454.9^ 331.0^ 252.1^ 4523 & 12
13 170146 $342587 &235542 $ 9976 $ 3087 ^ 1298 ^ 919.8^ 649.4^ 455.6^ 331.4^ 247.7^ 4066 & 13
14 157658 $372072 &234900 $ 9438 $ 2963 ^ 1288 ^ 902.9^ 648.0^ 449.9^ 329.9^ 243.1^ 6375 & 14
15 158616 $415392 &228354 $ 8962 $ 2846 ^ 1272 ^ 889.6^ 641.7^ 445.6^ 326.8^ 239.8^ 5544 & 15
16 154790 $449188 &218808 $ 8492 $ 2748 ^ 1255 ^ 876.4^ 635.5^ 438.7^ 320.5^ 236.4^ 3858 ^ 16
17 155880 $462889 &205585 $ 7927 $ 2656 ^ 1236 ^ 869.9^ 626.4^ 432.2^ 317.0^ 233.9^ 2816 ^ 17
18 173506 $464732 &171967 $ 7656 $ 2563 ^ 1216 ^ 858.7^ 618.1^ 424.9^ 315.7^ 239.9^ 2195 ^ 18
19 193652 $494885 &112401 $ 7541 $ 2476 ^ 1201 ^ 850.3^ 612.3^ 418.1^ 312.1^ 259.7^ 1793 ^ 19
20 209314 $517480 & 85097 $ 7794 $ 2386 ^ 1189 ^ 843.3^ 604.7^ 413.1^ 309.9^ 281.3^ 1552 ^ 20
21 219653 $526057 & 71671 $ 7555 $ 2314 ^ 1176 ^ 834.6^ 596.5^ 409.7^ 306.3^ 268.9^ 2327 ^ 21
22 223446 $557147 & 55155 $ 7463 $ 2256 ^ 1162 ^ 824.8^ 580.5^ 410.1^ 302.2^ 247.5^ 3172 ^ 22
23 228399 $588030 & 44007 $ 7741 $ 2202 ^ 1152 ^ 816.0^ 573.9^ 407.7^ 299.2^ 229.4^ 2419 ^ 23
24 235422 $547036 & 37634 $ 7322 $ 2149 ^ 1138 ^ 801.1^ 567.2^ 406.2^ 293.6^ 209.7^ 2128 ^ 24
25 239034 $441751 & 33936 $ 6677 $ 2088 ^ 1127 ^ 787.5^ 559.9^ 402.7^ 291.3^ 198.7^ 2772 ^ 25
26 233746 $285265 & 31907 $ 6132 & 2028 ^ 1114 ^ 779.4^ 551.1^ 400.2^ 289.8^ 186.6^ 4358 & 26
27 240666 $156293 $ 32637 $ 5666 & 1978 ^ 1104 ^ 767.8^ 541.0^ 398.6^ 285.1^ 179.9^ 3503 ^ 27
28 264851 $ 99205 $ 38490 $ 5284 & 1925 ^ 1086 ^ 760.8^ 530.2^ 395.9^ 282.4^ 179.4^ 3361 ^ 28
29 293139 $ 45332 $ 4975 & 1877 ^ 1061 ^ 753.0^ 522.5^ 392.1^ 279.6^ 181.6^ 3184 ^ 29
30 319107 $ 50308 $ 4730 & 1840 ^ 1045 ^ 746.3^ 516.9^ 384.4^ 276.1^ 181.4^ 2509 ^ 30
31 337332 & 77849 $ 1797 ^ 735.6^ 513.7^ 273.8^ 2097 ^ 31
Mean 189764 &366709 & 96756 $ 14846 & 2925 ^ 1311 ^ 882.3^ 621.5^ 443.5^ 322.4^ 241.3^ 3229 ^
Median 193652 &343739 & 71671 $ 8727 & 2748 ^ 1264 ^ 876.4^ 635.5^ 442.2^ 320.5^ 249.9^ 2772 ^
Maximum 337332 &588030 &235542 $ 71229 & 4533 ^ 1739 ^ 1036 ^ 722.0^ 511.4^ 377.2^ 281.3^ 10558 ^
Minimum 35648 &99205 &27677 $ 4730 & 1797 ^ 1045 ^ 735.6 ^ 513.7 ^ 384.4 ^ 273.8 ^ 179.4 ^ 164.8 ^
Total 5882688&10267848& 2999437$ 445379& 90665^ 39328^ 27351^ 19268^ 13304^ 9993^ 7238^ 100112^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 54528 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 1456 ^ & ... Relative Uncertainty +/-30%
Annual Total 19902611^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 588030 ^ 164.8 ^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1819 ^231173 $ 32358 $ 3242 ^ 977.1^ 504.8^ 334.4^ 218.1^ 115.9^ 35.6^ 1.6^ 0.0^ 1
2 1634 ^267745 $ 35788 $ 3098 ^ 946.1^ 496.1^ 330.6^ 214.9^ 113.6^ 34.0^ 1.3^ 0.0^ 2
3 1405 ^296223 $ 53608 $ 2860 ^ 920.4^ 488.4^ 326.5^ 209.1^ 110.7^ 33.0^ 1.0^ 0.0^ 3
4 1274 ^306461 $ 65362 $ 2683 ^ 893.6^ 480.5^ 321.2^ 206.9^ 108.0^ 31.8^ 0.8^ 0.0^ 4
5 3872 ^304687 $ 57981 $ 2587 ^ 858.4^ 473.2^ 315.9^ 204.5^ 104.1^ 30.0^ 0.6^ 0.0^ 5
6 31701 $296646 $ 50377 $ 2603 ^ 842.1^ 466.2^ 311.8^ 200.1^ 101.0^ 28.3^ 0.4^ 0.0^ 6
7 29486 $242714 $ 75086 $ 2636 ^ 817.1^ 460.5^ 306.7^ 196.2^ 97.3^ 26.3^ 0.3^ 0.0^ 7
8 23219 $149428 $104957 $ 2573 ^ 789.8^ 453.8^ 303.1^ 193.9^ 93.3^ 24.4^ 0.2^ 0.0^ 8
9 14848 $105344 $ 94345 $ 2556 ^ 758.4^ 449.2^ 298.8^ 191.2^ 89.1^ 22.8^ 0.1^ 0.0^ 9
10 9846 $114550 $ 61321 $ 2560 ^ 734.1^ 445.2^ 293.5^ 189.3^ 85.8^ 21.2^ 0.1^ 0.0^ 10
11 7296 $124108 $ 38163 $ 2443 ^ 712.1^ 440.9^ 289.5^ 184.5^ 81.7^ 19.5^ 0.0^ 0.0^ 11
12 6359 & 97552 $ 28198 $ 2296 ^ 695.4^ 436.3^ 285.5^ 180.8^ 78.6^ 18.2^ 0.0^ 0.0^ 12
13 11077 $ 68439 $ 22236 $ 2153 ^ 678.7^ 428.5^ 281.2^ 178.2^ 75.1^ 16.8^ 0.0^ 0.0^ 13
14 18100 $ 58020 $ 18056 $ 1963 ^ 662.8^ 421.3^ 277.6^ 176.6^ 73.0^ 15.2^ 0.0^ 0.0^ 14
15 14775 $ 61269 $ 15793 $ 1851 ^ 649.4^ 416.9^ 273.2^ 173.4^ 70.6^ 13.8^ 0.0^ 0.0^ 15
16 11730 $ 64806 $ 13950 $ 1758 ^ 638.1^ 411.8^ 269.4^ 171.2^ 67.8^ 12.6^ 0.0^ 0.0^ 16
17 11811 $ 58909 $ 11985 $ 1690 ^ 627.9^ 405.3^ 266.3^ 168.7^ 64.4^ 11.6^ 0.0^ 0.0^ 17
18 10431 $ 42427 $ 10370 $ 1615 ^ 620.5^ 398.9^ 263.3^ 166.9^ 62.5^ 10.7^ 0.0^ 0.0^ 18
19 9356 $ 49428 $ 9158 $ 1543 ^ 611.2^ 392.4^ 260.2^ 163.8^ 60.2^ 9.9^ 0.0^ 0.0^ 19
20 12499 $102677 $ 8247 $ 1477 ^ 600.3^ 386.9^ 256.6^ 160.2^ 55.5^ 9.1^ 0.0^ 0.0^ 20
21 12356 $119729 $ 7454 $ 1415 ^ 592.2^ 381.8^ 252.4^ 156.3^ 51.1^ 8.2^ 0.0^ 0.0^ 21
22 16421 $126896 $ 6783 $ 1363 ^ 584.1^ 376.9^ 248.7^ 152.6^ 49.6^ 7.2^ 0.0^ 0.0^ 22
23 19679 $114629 $ 6181 & 1312 ^ 575.3^ 371.9^ 246.1^ 148.9^ 48.0^ 6.4^ 0.0^ 0.0^ 23
24 17450 $ 82882 $ 5634 & 1253 ^ 567.3^ 365.7^ 243.4^ 143.2^ 45.7^ 5.7^ 0.0^ 0.0^ 24
25 17829 $ 53143 $ 5195 & 1208 ^ 560.6^ 360.6^ 241.0^ 139.4^ 43.7^ 5.0^ 0.0^ 0.0^ 25
26 14371 $ 36759 $ 4849 & 1169 ^ 554.0^ 355.4^ 237.0^ 136.1^ 41.8^ 4.3^ 0.0^ 0.0^ 26
27 9942 $ 29608 $ 4502 & 1122 ^ 547.4^ 350.9^ 233.9^ 133.0^ 40.5^ 3.6^ 0.0^ 0.0^ 27
28 20832 $ 27863 $ 4178 & 1079 ^ 539.8^ 347.5^ 229.8^ 129.6^ 39.3^ 3.0^ 0.0^ 0.0^ 28
29 130607 $ 3878 & 1047 ^ 529.9^ 342.2^ 225.9^ 125.4^ 38.0^ 2.6^ 0.0^ 0.0^ 29
30 167454 $ 3602 & 1009 ^ 521.2^ 337.5^ 223.6^ 122.8^ 36.7^ 2.2^ 0.0^ 0.0^ 30
31 200528 $ 3359 ^ 512.9^ 221.3^ 119.4^ 1.9^ 0.0^ 31
Mean 27742 ^129790 $ 27837 ^ 1939 ^ 681.2^ 414.9^ 273.2^ 169.5^ 71.4^ 15.3^ 0.2^ 0.0^
Median 12499 ^104010 $ 13950 ^ 1804 ^ 638.1^ 414.3^ 269.4^ 171.2^ 69.2^ 12.6^ 0.0^ 0.0^
Maximum 200528 ^306461 $104957 ^ 3242 ^ 977.1^ 504.8^ 334.4^ 218.1^ 115.9^ 35.6^ 1.6^ 0.0^
Minimum 1274 ^27863 $ 3359 ^ 1009 ^ 512.9 ^ 337.5 ^ 221.3 ^ 119.4 ^ 36.75^ 1.87^ 0.00^ 0.00^
Total 860009^ 3634114$ 862954^ 58163^ 21118^ 12447^ 8468^ 5255^ 2143^ 475^ 6^ 0^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14973 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 330.6 ^ & ... Relative Uncertainty +/-30%
Annual Total 5465151^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 306461 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.00^ 6678 & 1397 ^ 1156 ^ 50.39^ 5.18^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 1
2 0.00^10321 $ 1477 ^ 912.3 ^ 50.05^ 4.43^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 2
3 0.00^ 7805 $ 1426 ^ 776.8 ^ 47.49^ 3.74^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 3
4 0.00^ 8663 $ 1287 ^ 669.7 ^ 44.67^ 3.13^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 4
5 1793 ^ 7924 $ 1143 ^ 583.2 ^ 42.43^ 2.75^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 5
6 5587 & 6280 & 1012 ^ 499.7 ^ 40.54^ 2.26^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 6
7 16391 & 6077 & 995.4 ^ 437.2 ^ 37.89^ 2.01^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 7
8 32176 $ 8784 $ 1061 ^ 383.5 ^ 36.58^ 1.69^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 8
9 53098 $18522 $ 902.1 ^ 342.6 ^ 33.57^ 1.41^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 9
10 50157 $11632 $ 787.9 ^ 303.4 ^ 31.22^ 1.22^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 10
11 20395 $14824 $ 819.8 ^ 272.9 ^ 29.57^ 0.98^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 11
12 10408 $37594 $ 811.7 ^ 244.7 ^ 28.42^ 0.72^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 12
13 10736 $23112 $ 907.7 ^ 219.3 ^ 27.44^ 0.53^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 13
14 12110 $15409 $ 878.0 ^ 201.5 ^ 26.61^ 0.40^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 14
15 8587 $ 9063 $ 1283 ^ 184.8 ^ 25.26^ 0.28^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 15
16 5576 & 6178 & 1080 ^ 173.9 ^ 24.54^ 0.18^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 16
17 4592 & 4483 & 1407 ^ 160.4 ^ 22.88^ 0.12^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 17
18 3978 & 3410 ^ 1364 ^ 147.3 ^ 21.87^ 0.07^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 18
19 3085 ^ 2644 ^ 2267 ^ 137.4 ^ 20.62^ 0.04^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 19
20 3110 ^ 2361 ^ 2661 ^ 123.5 ^ 18.84^ 0.02^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 20
21 3457 ^ 2012 ^ 3145 ^ 113.1 ^ 17.72^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 21
22 2522 ^ 1659 ^ 2892 ^ 102.3 ^ 16.06^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 22
23 2933 ^ 3653 ^ 2827 ^ 94.60^ 14.32^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 23
24 3453 ^ 5279 & 2172 ^ 83.95^ 12.73^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 24
25 4439 & 3931 ^ 1747 ^ 74.93^ 11.69^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 25
26 3181 ^ 2870 ^ 1407 ^ 66.59^ 10.68^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 26
27 2369 ^ 2148 ^ 1147 ^ 61.42^ 9.65^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 27
28 2780 ^ 1636 ^ 945.6 ^ 55.48^ 8.79^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 28
29 3516 ^ 809.5 ^ 52.66^ 7.78^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 29
30 5646 & 1458 ^ 50.90^ 6.75^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 30
31 4785 & 1503 ^ 6.01^ 0.00^ 0.00^ 0.00^ 0.00^ 31
Mean 9060 ^8391 ^1452 ^ 289.5 ^ 25.26 ^ 1.039^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^
Median 3978 ^6229 ^1287 ^ 179.3 ^ 24.54 ^ 0.231^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^
Maximum 53098 ^37594 ^ 3145 ^ 1156 ^ 50.39^ 5.18^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^ 0.00^
Minimum 0.000^1636 ^ 787.9 ^ 50.90 ^ 6.011^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^ 0.000^
Total 280859 ^234951 ^ 45022 ^ 8686 ^ 783.1^ 31.2^ 0.0^ 0.0^ 0.0^ 0.0^ 0.0^ 0.0^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1563 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 0.000^ & ... Relative Uncertainty +/-30%
Annual Total 570333 ^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 53098 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.0^ 3533 ^ 19221 $ 2546 ^ 651.3^ 355.8^ 122.2^ 45.6^ 12.4^ 0.0^ 0.0^ 0.0^ 1
2 0.0^ 2976 ^102523 $ 2335 ^ 604.0^ 304.6^ 118.4^ 44.3^ 11.6^ 0.0^ 0.0^ 0.0^ 2
3 0.0^ 5762 ^165521 $ 2155 ^ 559.4^ 279.4^ 114.5^ 44.1^ 10.5^ 0.0^ 0.0^ 0.0^ 3
4 0.0^ 14792 $185180 $ 1997 ^ 520.7^ 329.2^ 111.7^ 43.6^ 9.4^ 0.0^ 0.0^ 0.0^ 4
5 0.0^ 37398 $204061 $ 1858 ^ 488.0^ 368.8^ 107.9^ 43.2^ 8.5^ 0.0^ 0.0^ 0.0^ 5
6 0.0^ 63389 $225062 $ 1733 ^ 463.8^ 468.0^ 103.1^ 42.0^ 7.7^ 0.0^ 0.0^ 0.0^ 6
7 0.0^110436 $258272 $ 1790 ^ 442.4^ 543.6^ 99.2^ 40.9^ 7.0^ 0.0^ 0.0^ 0.0^ 7
8 507.7^139760 $332365 & 1768 ^ 418.3^ 539.6^ 97.2^ 40.5^ 6.4^ 0.0^ 0.0^ 0.0^ 8
9 11840 $141767 $404111 & 1524 ^ 394.2^ 484.9^ 95.6^ 39.9^ 5.7^ 0.0^ 0.0^ 0.0^ 9
10 8446 $ 98507 $389757 & 1554 ^ 373.3^ 426.7^ 92.8^ 38.9^ 5.0^ 0.0^ 0.0^ 0.0^ 10
11 5478 & 58311 $275344 & 7629 ^ 349.9^ 376.1^ 89.5^ 37.9^ 4.2^ 0.0^ 0.0^ 18.2^ 11
12 3854 ^ 47002 $120705 $ 9706 $ 331.0^ 336.8^ 86.4^ 37.3^ 3.4^ 0.0^ 0.0^ 2451 ^ 12
13 3570 ^ 37565 $ 57964 $ 7222 & 311.0^ 304.5^ 84.0^ 36.5^ 2.8^ 0.0^ 0.0^ 29015 $ 13
14 4862 & 58180 $ 32418 $ 5415 & 291.8^ 278.4^ 80.3^ 35.3^ 2.3^ 0.0^ 0.0^ 61511 $ 14
15 5786 & 86348 $ 22283 $ 4052 & 276.7^ 256.3^ 77.8^ 34.6^ 1.8^ 0.0^ 0.0^ 78311 $ 15
16 3891 ^112317 $ 16936 $ 3195 ^ 264.8^ 236.7^ 75.8^ 33.6^ 1.4^ 0.0^ 0.0^ 52810 $ 16
17 2476 ^109399 $ 13705 $ 2625 ^ 254.3^ 218.6^ 74.6^ 32.6^ 1.1^ 0.0^ 0.0^ 30028 $ 17
18 5830 ^117495 $ 11688 $ 2221 ^ 245.8^ 204.6^ 74.2^ 31.4^ 0.8^ 0.0^ 0.0^ 16748 $ 18
19 5355 & 64565 $ 10099 $ 1914 ^ 237.5^ 192.9^ 73.2^ 30.3^ 0.6^ 0.0^ 0.0^ 9534 $ 19
20 4278 & 30675 $ 8853 $ 1696 ^ 233.5^ 182.6^ 71.8^ 29.3^ 0.5^ 0.0^ 0.0^ 6686 & 20
21 4863 & 29462 $ 7789 $ 1539 ^ 230.2^ 173.5^ 69.4^ 28.8^ 0.3^ 0.0^ 0.0^ 6101 & 21
22 5804 & 29759 $ 6919 $ 1408 ^ 224.3^ 166.4^ 67.0^ 27.5^ 0.1^ 0.0^ 0.0^ 6706 & 22
23 8088 $ 24840 $ 6167 & 1291 ^ 215.0^ 160.3^ 64.0^ 25.7^ 0.0^ 0.0^ 0.0^ 49106 $ 23
24 9614 $ 20263 $ 5507 & 1175 ^ 205.8^ 154.0^ 61.9^ 23.9^ 0.0^ 0.0^ 0.0^123391 $ 24
25 17435 $ 15126 $ 4945 & 1080 ^ 200.1^ 147.8^ 59.5^ 22.6^ 0.0^ 0.0^ 0.0^161071 $ 25
26 19387 $ 12230 $ 4451 & 989.8^ 230.4^ 141.6^ 57.4^ 21.2^ 0.0^ 0.0^ 0.0^189333 $ 26
27 12660 $ 9972 $ 4023 & 910.4^ 294.8^ 136.7^ 54.7^ 19.8^ 0.0^ 0.0^ 0.0^211718 $ 27
28 14598 $ 8102 $ 3646 & 839.0^ 281.7^ 133.0^ 53.4^ 18.5^ 0.0^ 0.0^ 0.0^225430 $ 28
29 13250 $ 6785 $ 3328 ^ 774.7^ 276.5^ 129.6^ 51.3^ 17.3^ 0.0^ 0.0^ 0.0^229840 $ 29
30 6736 & 3033 ^ 711.6^ 277.2^ 126.3^ 49.3^ 15.9^ 0.0^ 0.0^ 0.0^211462 $ 30
31 4520 & 2775 ^ 321.5^ 47.0^ 14.3^ 0.0^ 194906 $ 31
Mean 5907 ^51611 ^93828 ^ 2522 ^ 337.7 ^ 271.9 ^ 80.16^ 32.17^ 3.46^ 0.00^ 0.00^61167 ^
Median 4863 ^37398 ^16936 ^ 1779 ^ 291.8 ^ 246.5 ^ 75.78^ 33.57^ 1.62^ 0.00^ 0.00^ 9534 ^
Maximum 19387 ^141767 ^404111 ^ 9706 ^ 651.3^ 543.6^ 122.2^ 45.6^ 12.4^ 0.0^ 0.0^229840 ^
Minimum 0.000^2976 ^2775 ^ 711.6 ^ 200.1 ^ 126.3 ^ 47.00 ^ 14.30 ^ 0.000^ 0.000^ 0.000^ 0.000^
Total 183129^ 1496718^ 2908654^ 75656^ 10469^ 8157^ 2485^ 997^ 104^ 0^ 0^ 1896177^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17985 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 196.5 ^ & ... Relative Uncertainty +/-30%
Annual Total 6582546^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 404111 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 187293 $230261 $ 31201 $153739 $ 4581 & 1401 ^ 758.1^ 519.2^ 305.5^ 165.4^ 82.0^ 233.4^ 1
2 182116 $241040 $ 26032 $ 91200 $ 4378 & 1359 ^ 746.4^ 507.1^ 304.9^ 160.6^ 77.2^ 211.5^ 2
3 124092 $257917 $ 22470 $ 58888 $ 4175 & 1317 ^ 735.2^ 492.5^ 303.5^ 156.0^ 71.2^ 192.4^ 3
4 52696 $276367 $ 19826 $ 44373 $ 3978 & 1285 ^ 726.1^ 477.8^ 300.6^ 153.4^ 68.4^ 175.0^ 4
5 32126 $298499 $ 21416 $ 36159 $ 3842 & 1253 ^ 715.4^ 463.7^ 292.8^ 151.5^ 68.2^ 161.4^ 5
6 22963 $327209 & 17476 $ 31018 $ 3617 & 1197 ^ 706.8^ 450.6^ 285.4^ 149.4^ 72.5^ 149.3^ 6
7 18651 $348256 & 14129 $ 27083 $ 3444 ^ 1167 ^ 696.8^ 439.3^ 276.2^ 146.2^ 73.4^ 158.2^ 7
8 15106 $352357 & 17540 $ 23885 $ 3285 ^ 1141 ^ 688.4^ 431.1^ 267.0^ 144.0^ 71.3^ 150.6^ 8
9 12814 $339902 & 17078 $ 21211 $ 3149 ^ 1115 ^ 678.9^ 423.2^ 263.5^ 140.6^ 69.4^ 148.1^ 9
10 11627 $311824 $ 28469 $ 18936 $ 3008 ^ 1096 ^ 668.9^ 417.2^ 258.5^ 136.7^ 71.3^ 154.6^ 10
11 10456 $211278 $ 43563 $ 16947 $ 2889 ^ 1075 ^ 662.0^ 411.9^ 255.1^ 131.5^ 75.5^ 158.1^ 11
12 9187 $162473 $ 44607 $ 15308 $ 2765 ^ 1053 ^ 656.7^ 406.3^ 251.2^ 129.8^ 108.7^ 168.8^ 12
13 7964 $191280 $ 47315 $ 14011 $ 2649 ^ 1038 ^ 651.2^ 402.1^ 247.9^ 126.3^ 2589 ^ 166.0^ 13
14 6945 $216297 $ 46733 $ 12964 $ 2518 ^ 1020 ^ 646.2^ 398.5^ 246.4^ 121.8^ 2264 ^ 148.0^ 14
15 6030 &246758 $ 61299 $ 12009 $ 2396 ^ 1000 ^ 641.6^ 398.3^ 243.1^ 116.6^ 2343 ^ 129.1^ 15
16 5122 &280866 $100260 $ 11136 $ 2288 ^ 974.7^ 637.6^ 394.7^ 241.6^ 111.8^ 2608 ^ 115.0^ 16
17 4377 &291604 $149971 $ 10346 $ 2206 ^ 954.4^ 628.0^ 386.4^ 238.0^ 108.3^ 1959 ^ 102.2^ 17
18 3829 &265731 $192130 $ 9630 $ 2119 ^ 937.3^ 621.0^ 378.3^ 233.4^ 103.9^ 1483 ^ 90.5^ 18
19 3767 &245998 $225624 $ 8993 $ 2032 ^ 917.3^ 616.6^ 371.8^ 228.3^ 100.6^ 1176 ^ 81.0^ 19
20 4070 &255813 $263241 $ 8427 $ 1963 ^ 899.1^ 612.7^ 369.4^ 223.8^ 94.7^ 961.9^ 73.5^ 20
21 3490 ^269952 $300495 $ 7896 $ 1909 ^ 881.7^ 607.3^ 366.4^ 216.7^ 90.7^ 797.2^ 66.7^ 21
22 3734 &264865 $340390 & 7403 $ 1860 ^ 870.3^ 598.6^ 362.9^ 205.8^ 86.9^ 682.5^ 62.4^ 22
23 3877 &179697 $373276 & 6969 $ 1807 ^ 863.1^ 590.8^ 359.0^ 198.4^ 84.9^ 603.4^ 58.0^ 23
24 4615 & 89284 $403274 & 6589 $ 1756 ^ 852.6^ 582.8^ 354.3^ 189.6^ 82.5^ 539.9^ 54.3^ 24
25 36109 $ 58097 $430704 & 6227 & 1705 ^ 834.6^ 573.8^ 349.2^ 183.6^ 79.5^ 468.9^ 50.5^ 25
26 56347 $ 41424 $459935 & 5879 & 1654 ^ 818.3^ 565.0^ 342.9^ 179.5^ 77.7^ 411.5^ 49.7^ 26
27 41536 $ 33335 $482486 & 5566 & 1595 ^ 808.7^ 558.7^ 338.0^ 176.9^ 75.2^ 358.6^ 78.4^ 27
28 31387 $ 31017 $470718 & 5280 & 1548 ^ 798.8^ 551.9^ 333.2^ 175.6^ 72.9^ 322.9^ 119.4^ 28
29 40570 $ 412417 & 5030 & 1505 ^ 783.9^ 541.9^ 327.4^ 174.1^ 69.4^ 290.1^ 129.9^ 29
30 119050 $ 312477 & 4796 & 1472 ^ 770.4^ 534.1^ 321.0^ 169.5^ 69.0^ 259.1^ 290.7^ 30
31 221702 $ 217186 $ 1438 ^ 526.4^ 315.2^ 81.7^ 334.5^ 31
Mean 41408 ^225693 &180443 & 22930 & 2566 ^ 1016 ^ 636.3^ 397.1^ 237.9^ 113.5^ 700.9^ 137.5^
Median 12814 ^251286 &100260 & 11572 & 2288 ^ 987.6^ 637.6^ 394.7^ 242.3^ 111.8^ 340.7^ 148.0^
Maximum 221702 ^352357 &482486 &153739 & 4581 ^ 1401 ^ 758.1^ 519.2^ 305.5^ 165.4^ 2608 ^ 334.5^
Minimum 3490 ^31017 &14129 & 4796 & 1438 ^ 770.4 ^ 526.4 ^ 315.2 ^ 169.5 ^ 69.04^ 68.15^ 49.72^
Total 1283648^ 6319401& 5593737& 687897& 79532^ 30484^ 19726^ 12309^ 7137^ 3520^ 21026^ 4261^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38528 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 852.6 ^ & ... Relative Uncertainty +/-30%
Annual Total 14062678^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 482486 ^ 49.72 ^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 294.2^223985 $ 20518 $ 8419 $ 1369 ^ 598.5^ 447.6^ 296.5^ 172.5^ 138.9^ 239.1^316756 & 1
2 262.6^263092 $ 17398 $ 9047 $ 1308 ^ 600.3^ 437.5^ 292.6^ 169.1^ 148.1^ 227.9^371669 & 2
3 333.6^308660 $ 19233 $ 8073 $ 1254 ^ 598.7^ 428.7^ 288.7^ 167.0^ 187.8^ 215.4^396107 & 3
4 1042 ^370661 & 35256 $ 7016 $ 1203 ^ 594.6^ 419.2^ 286.8^ 166.4^ 1722 ^ 203.2^342400 & 4
5 1256 ^475084 & 56930 $ 6084 & 1152 ^ 591.3^ 411.7^ 281.3^ 165.4^ 7107 ^ 191.4^161456 $ 5
6 1074 ^592203 & 72854 $ 5361 & 1100 ^ 580.8^ 404.7^ 275.9^ 163.7^ 14571 $ 179.8^ 60156 $ 6
7 921.7^613363 & 56103 $ 4809 & 1058 ^ 569.1^ 400.0^ 269.1^ 161.0^ 12537 $ 171.3^ 30812 $ 7
8 1368 ^518875 & 35921 $ 4320 & 1025 ^ 561.9^ 394.6^ 265.1^ 157.1^ 8087 $ 164.3^ 20868 $ 8
9 2004 ^406866 & 25635 $ 3955 & 987.6^ 551.2^ 390.0^ 260.9^ 155.5^ 5279 & 158.5^ 15439 $ 9
10 4820 ^327042 & 19957 $ 3721 & 942.1^ 540.9^ 385.4^ 258.4^ 153.3^ 3758 ^ 152.1^ 12774 $ 10
11 5269 &283566 $ 16744 $ 3486 ^ 910.0^ 530.1^ 382.1^ 252.0^ 148.6^ 2826 ^ 145.9^ 10751 $ 11
12 3431 ^271246 $ 17063 $ 3233 ^ 887.9^ 522.6^ 376.8^ 247.9^ 146.2^ 2212 ^ 140.5^ 9147 $ 12
13 2411 ^256428 $ 18762 $ 3033 ^ 870.3^ 515.0^ 371.9^ 241.6^ 144.1^ 1754 ^ 134.7^ 8093 $ 13
14 1780 ^205125 $ 15594 $ 2855 ^ 850.9^ 512.0^ 367.0^ 236.5^ 142.4^ 1415 ^ 128.5^ 7164 $ 14
15 1480 ^116825 $ 13413 $ 2689 ^ 831.5^ 509.3^ 364.4^ 232.1^ 138.9^ 1196 ^ 122.8^ 6553 & 15
16 2383 ^ 72182 $ 11771 $ 2547 ^ 812.4^ 509.1^ 361.1^ 227.4^ 134.8^ 1030 ^ 116.7^ 5875 & 16
17 2379 ^ 55080 $ 10548 $ 2413 ^ 795.3^ 508.0^ 358.6^ 223.3^ 130.3^ 894.1^ 112.1^ 5291 & 17
18 23847 ^ 48137 $ 9812 $ 2279 ^ 776.6^ 508.6^ 356.8^ 219.6^ 127.8^ 789.6^ 107.6^ 4824 & 18
19 89293 $ 44118 $ 9572 $ 2165 ^ 750.9^ 508.2^ 354.5^ 214.6^ 125.0^ 699.4^ 103.6^ 4309 & 19
20 124064 $ 37924 $ 9417 $ 2077 ^ 732.7^ 514.4^ 351.1^ 210.1^ 120.5^ 631.7^ 99.1^ 4082 & 20
21 147088 $ 30882 $ 9176 $ 1991 ^ 716.1^ 513.8^ 348.5^ 205.3^ 117.8^ 577.6^ 105.6^ 3813 & 21
22 134799 $ 25875 $ 8771 $ 1895 ^ 697.9^ 509.8^ 345.4^ 199.6^ 115.7^ 529.6^ 117.4^ 3520 & 22
23 76895 $ 22054 $ 8100 $ 1903 ^ 685.7^ 503.2^ 342.4^ 194.5^ 114.0^ 481.4^ 1999 ^ 3276 ^ 23
24 65402 $ 19098 $ 7604 $ 2126 ^ 674.1^ 497.5^ 338.9^ 188.7^ 111.2^ 435.8^ 2630 ^ 3207 ^ 24
25 56283 $ 18184 $ 7184 $ 2096 ^ 662.2^ 492.4^ 334.6^ 185.0^ 109.2^ 390.9^ 31690 ^ 3866 ^ 25
26 48488 $ 15641 $ 6598 & 1942 ^ 649.4^ 487.2^ 328.6^ 181.6^ 106.6^ 358.9^125056 $ 12870 $ 26
27 61270 $ 14502 $ 6509 & 1802 ^ 639.1^ 479.1^ 321.6^ 178.8^ 103.1^ 331.8^174429 $ 14450 $ 27
28 91764 $ 17964 $ 8202 $ 1647 ^ 630.1^ 471.8^ 313.3^ 178.1^ 99.7^ 309.3^211153 $ 10381 $ 28
29 117744 $ 9447 $ 1523 ^ 619.5^ 466.8^ 308.1^ 176.2^ 96.0^ 290.2^241916 $ 8018 $ 29
30 147911 $ 8486 $ 1442 ^ 608.1^ 459.7^ 304.5^ 174.4^ 116.9^ 271.2^271754 $ 6412 & 30
31 190548 $ 8587 $ 599.3^ 300.6^ 173.7^ 254.6^ 18933 & 31
Mean 45416 ^201952 & 18747 & 3532 ^ 864.5^ 526.9^ 366.1^ 229.6^ 136.0^ 2297 ^ 35466 ^ 60751 ^
Median 4820 ^160975 & 11771 & 2618 ^ 812.4^ 512.9^ 361.1^ 227.4^ 136.9^ 699.4^ 167.8^ 9147 ^
Maximum 190548 ^613363 & 72854 & 9047 ^ 1369 ^ 600.3^ 447.6^ 296.5^ 172.5^ 14571 ^271754 ^396107 ^
Minimum 262.6 ^14502 & 6509 & 1442 ^ 599.3 ^ 459.7 ^ 300.6 ^ 173.7 ^ 95.98^ 138.9 ^ 99.09^ 3207 ^
Total 1407907^ 5654662& 581167& 105947^ 26800^ 15806^ 11350^ 7116^ 4080^ 71216^ 1063965^ 1883272^
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 29680 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 870.3 ^ & ... Relative Uncertainty +/-30%
Annual Total 10833288^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 613363 ^ 95.98 ^
Department of Water and Environmental Regulation HYDAY V145 Output 14/08/2023
Site 802007 Fitzroy River - Looma (Kings ) Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 102080& 663935& 803755& 5300& 4908& 1545^ [ ] [ ] [ ] [ ] [ ] [ ] 1
2 314638& 871038& 836170& 5030& 4803& 1523^ [ ] [ ] [ ] [ ] [ ] [ ] 2
3 804506& 1108418& 819357& 5027& 4576& 1498^ [ ] [ ] [ ] [ ] [ ] [ ] 3
4 1473683& 1226315& 671449& 5068& 4291& 1477^ [ ] [ ] [ ] [ ] [ ] [ ] 4
5 1912043& 1132816& 399296& 5419& 4097& 1454^ [ ] [ ] [ ] [ ] [ ] [ ] 5
6 2374532& 893373& 218032& 6072& 3889& 1440^ [ ] [ ] [ ] [ ] [ ] [ ] 6
7 2855653& 709947& 136128& 9639& 3713& 1428^ [ ] [ ] [ ] [ ] [ ] [ ] 7
8 3012221& 517893& 86254& 12378& 3537& 1408^ [ ] [ ] [ ] [ ] [ ] [ ] 8
9 2789796& 351803& 63175& 17708& 3341^ 1391^ [ ] [ ] [ ] [ ] [ ] [ ] 9
10 2412208& 246915& 49757& 28445& 3175^ 1370^ [ ] [ ] [ ] [ ] [ ] [ ] 10
11 1964364& 174498& 40980& 26906& 3049^ 1353^ [ ] [ ] [ ] [ ] [ ] [ ] 11
12 1475944& 116899& 35806& 20558& 2942^ 1351^ [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1107554& 76867& 30963& 14794& 2820^ 1324^ [ ] [ ] [ ] [ ] [ ] [ ] 13
14 877268& 55211& 26004& 11513& 2710^ 1300^ [ ] [ ] [ ] [ ] [ ] [ ] 14
15 755342& 45172& 21159& 10022& 2612^ 1284^ [ ] [ ] [ ] [ ] [ ] [ ] 15
16 658614& 36996& 17496& 10332& 2522^ 1264^ [ ] [ ] [ ] [ ] [ ] [ ] 16
17 560939& 30716& 14950& 18666& 2427^ 1242^ [ ] [ ] [ ] [ ] [ ] [ ] 17
18 464259& 26698& 12927& 19984& 2352^ 1222^ [ ] [ ] [ ] [ ] [ ] [ ] 18
19 468476& 23250& 11280& 16059& 2277^ 1208^ [ ] [ ] [ ] [ ] [ ] [ ] 19
20 492136& 20316& 9972& 12510$ 2181^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 474862& 18140& 9336& 10662$ 2122^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 468095& 19621& 8717& 9401$ 2077^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 482230& 44388& 8324& 8539$ 2028^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 468358& 133340& 7858& 7598$ 1972^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 446607& 291703& 7527& 6909$ 1919^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 441619& 609333& 7211& 6539& 1872^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 428118& 713335& 6833& 6146& 1826^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 409184& 757194& 6473& 5805& 1785^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 385808& 6233& 5414& 1737^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 385963& 5812& 5123& 1673^ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 500669& 5518& 1612^ [ ] [ ] [ ] [ ] 31
Mean 1024767& 389862& 141444& 11119& 2801^ 1373^ [ ] [ ] [ ] [ ] [ ] [ ]
Median 500669 &210707 & 17496 & 9520 & 2522 ^ 1370 ^ [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 3012221& 1226315& 836170& 28445& 4908^ 1545^ [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 102080 & 18140 & 5518 & 5027 & 1612 ^ 1208 ^ [ ] [ ] [ ] [ ] [ ] [ ]
Total 31767769&10916129& 4384752& 333566& 86845^ 26083^ [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 0 11 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 279501 ^ $ ... Relative Uncertainty +/-20%
Ann. Median 12718 ^ & ... Relative Uncertainty +/-30%
Annual Total 47515144^ [ ... Not Available
Missing Days 195 ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 3012221^ 1208 ^